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Permit File 4002 Oakes Avenue (2)
,:' 8 o'''. City of Anacortes Invoice/Permit#: BLD-2018-0078 904 6th Street 904 6tB x Street Applied date: 02/15/2018 �; Issue date: 02/16/2018 547 '` /^`C!)� Anacortes, WA 98221-0547 +�J (360) 293-1901 Expire date: 08/15/2019 T..ft Job Address: 4002 OAKES AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1145 Project: i APN: P31563 Remarks: Interior remodel and 222 square foot addition under existing deck. Owner: PHILIP FELDSINE Contractor: KREIDER CONSTRUCTION Address: 5525 S FRONTENAC ST Address: 1010 22ND ST SEATTLE WA 98118 ANACORTES WA 98221-2521 Phone: Phone: (360) 707-5588 License#: KREIDCI024PE General Information: Fees: Building Valuation 250000 Building Permit Fee 1,833.75 #of Clothes Dryers 1 Plan Review Fee 1,191.94 #of Clothes Washers 1 State Building Code Fee 4.50 #of Gas Water Heaters 1 Mechanical Permit Fees 66.55 #of Kitchen Sinks 1 Plumbing Permit Fee 48.00 #of Lavatories 1 Total Calculated: 3,144.74 #of Water Closets 1 Deposits/Receipts: 0.00 #of Ventilation Fans 3 Total Due: 3,144.74 = y „ r- a .-. , VI rt. .. r.i w 0 ; rt .-1- f 0 IaY A CO o D C7 73 , -4 Z. =I CO V c) .-. r 0 '"r CO ::43 - Ill N• ..,T 7 47 51•' ID .t .n O ,L. CO - -� • w THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAY ,LR=,IFj CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMOICE. IV '. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL P139VI4ImNS5 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOW t I GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER , ATE;'QF !, LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .-+ 1-, '5 •:J .:.a 0C1 ` '."1/ ,441?�� d r' 4. 0 1-.. 1,-.) SIGNATURE OF OWNER ORA THORIZED GENT ISSUED BY -4 -4 it '.' .as .F. ;;i 3 c„ it• Tl h. • Al CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Remodel of a Single Family Residence Location: 4002 Oakes Ave Owner: Philip Feldsine Constructed by: Kreider Construction Building Permit#: BLD-2018-0078 Date issued: February 16th, 2018 Use Zone: R2 Dated: November 30th, 2018 Authorizing Official: Y O PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT � W RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address:P.O. Box 547, Anacortes, WA 98221 -1e Office Location: 904 6`"'Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: Date: 3 /Z._9 /21L)1 Project Name:j F-E.w5 N Project Address: '400 2.— Project Contact: S kl v Company Name: ,�� f� ✓V ( )rn-vein k) Contact Phone: ��l - 3 6 Contact Email: SIf ►J� ' ;� �i2�i�E�2-cs�tJS i 2vLi`'tv�: Co>n Has the permit been issued yet? sgYes ❑ No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? Yes 0 No What department(s) is this resubmittal/revision/additional information to go to? ❑ Planning Dept. Building Dept. 0 Fire Dept. ❑ Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No,the revision or additional information is initiated by the applicant, landowner,designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: 5'71rt.c`I 'a,\ 5J4- (-ct'1 r'v) not c totdc J ;. celyI v,41 7000.4 -w Are you submitting a full replacement? 0 Yes ❑ No If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? ❑ Yes ❑ No Two 11" X 17" reduced copies of revised site or floor plan is required.Has this been done? EYes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan ❑ Building Plans )6\ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report 0 Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan 0 Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary/Topo) ❑ Mechanical Plan ❑ Plumbing Plan 0 Other: 1 'MAR292O18 CITY OF ANACORTES - SPJ ' gr,ANNG, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `l �' ,„ a R SIDENTIAL BUILDING PERMIT APPLICATION f -vzi co " MaBoxAnacortes, iling Address:P.O. 547, WA 98221 j l '0 `sue ''Li u. Office Location: 904 6ih Street, Anacortes WA 98821 `�coo. ti_31 Phone: (360) 293-1901, Fax: (360) 293-1938 2 U PLEASE REFER TO -' ' SIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: /00 Oof bes Ave. P 315(e3 Subdivision/Lot#: Project Valuation: $ Z50,ova APPLICANT: Phone: Fax: NOG gktiole, eon 9wehon l to,c) 707-55 6. ( a) 10 1 -5-57 Address(Street, City, S ate,Zip): E-Mail Address: IG(O- ZZn) 5f. , Aco4C•es WA 15221 mere G� kreacyassmidiery • cam, PROPERTY OWNER: ho : Fax: 171'ir'l retd 514e �204) ZZ4— '$/47 — Address(Street,City,State,Zip): E-Mail Address: 5525 5• F619n t-e,#1erc S f. p i-4 d 1 @ 1,70f tMi/• corn CONTACT PERSON: Phond• Fax: Aa pn Moif, - /S 6 !k ,'eii,/e0f5 (2mte? 1.25- q5 c2 (2o0) //KS- 1337 Address(Street,City,State,Zip): E-Mai Address: 2 foo Ni. 4.51. st. II girl, bra f(r, NA 98/05 as ranin @ Sitra,'6 //k •cool LENDING AGENCY: /A Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone: fax: Kre flee Cons{rr,rcioh /3600 7-0 7-5556 (36°) 797"-5s$1 Address(Street,City, State,Zip): E-Mail Address: 10/6 -ZZrl.1 Si-. vncotes, blA ZZ I yrel e iklco"?Sucoo • cor4 ro' essional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing-work in the City Contact the-City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: I, t,-,of cerlovaiiims to atn trisfitm Sin - n , 4 i h .1 -e . A././I on,v/lt, 2 t 22 61. 1C,t• el' biota-dill-1 Yft oet.�/c fawn yiwce tr 'b anAe, a n girl5b 6,/ec k fa be eee Weer 1qo rtioile ID i-lie bui'/a/,i '604' &1 is .ram-'Sew(. PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 2.22. Finished Basement: [ Unfinished Basement❑ 1st Floor SQ': von Garage/Carport SQ': AMC 2nd Floor SQ': r7On ^,,,i Deck/Covered Porch/Patio SQ': none • Fire Sprinkler: Yes ❑ No Le" Lot Area SQ': 4/- (p y' f0O (fall acres) Is construction associated with an accessory dwelling unit? Yes ❑ No 1E-- I declare under penalty of perjury that the information I have provided on this foNit/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: S i-JA4 n/E. l 2 Y Owner ❑ Agent ®'/(specify): (orti►Z'Cre- Signature: ;.a�� 7.,479,-114-ie7i2i Date: / ib/7O1� P Page 1 of 3 I 6F IMPERVIOUS SURFACE AREA: Existing Impervious SQ': +/— ya, A. 00 New Impervious SQ': none Total Disturbed Land/Soil SQ': none Total Proposed: Cut: viol e Fill: nobs New hard surfaces(pervious&impervious) eon Land converted from native vegetation to lawn or landscaping SQ': none Land converted from native vegetation to pasture SQ': eon C MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Flee#: Other#: b Gas Water Heater: #: 1 Location(s): mCGNR/norI evorN Heat Pump: Elec#: Other#: a Air Conditioning: Elec#: Other#: 0 Boiler: Gas#: Elec#: Other#: BTUs: 0 Exhaust Fans: Bath#: 1 Laundry#: 1 Other#: 1 3 Range Hood: #: Location(s): 0 Fireplace: Gas#: Elec#: Other:#: Location(s): (, Clothes Dryer:/Duct: Gas#: Elec#: ) Other:#: Location(s): I Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): 0 Range Hood: Location(s): a Gas Outlet(s): #: Location(s): 0 Other: #: Location(s): TOTAL OUTLETS: 5- PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): f Refrigerator water supply(for water/ice dispenser): 0 Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: Q Utility Sink: 1 Water Service Line: a Tub: 0 Water Piping: (2 Hand Sink: f Clothes Washer: I Shower: i Electric Water Heater: Tank-less? Yes ❑ N o ❑ 0 Dishwasher: ® Backflow Prevention Device: 0 Hose Bib: o TOTAL OUTLETS: S TOTAL OUTLETS: ill igdiEETil e -'e 9 a kr rv1 JAN 1 6 2GI8 CFIY OF ANACORTES Page 2 of 3 Fyrrce, Groc From: Kennedy, Jack Sent: Tuesday,January 30, 2018 10:11 AM To: Fyrrce, Groc Subject: 4002 Oakes Ave BLD-2018-? 1. Per Don Measamer, pre-existing/non-compliant. 2. Does not meet remodel requirements for code update. Sent from Mail for Windows 10 1 Fyrrce, Groc From: Measamer, Don Sent Friday,January 26, 2018 1:33 PM To: Fyrrce, Groc Cc: Kennedy,Jack Subject: Re:4002 Oakes Ave We did, no sprinkler system needed, thanks Sent from my Verizon, Samsung Galaxy smartphone Original message From: "Fyrrce, Groc" <gfyrrce@cityofanacortes.org> Date: 1/26/18 11:5 5 AM (GMT-0 8:00) To: "Measamer, Don" <don@cityofanacortes.org> Cc: "Kennedy, Jack" <jackk@cityofanacortes.org> Subject: 4002 Oakes Ave Hi Don, I was wondering if you discussed this project with Jack and what the two of you decided. The fire area for the project is 9,214 square feet. Will you please let me know what the two of you decide, so that I can notify the applicant soon if they are needing to sprinkler? Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 L�" i/eyte%rereait-u(. commeduti6t/rieuy/ec%ecre/6)? wide elerulienii My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Fyrrce, Groc From: Fyrrce, Groc Sent: Friday, January 26, 2018 11:55 AM To: Measamer, Don Cc: Kennedy,Jack Subject: 4002 Oakes Ave Hi Don, I was wondering if you discussed this project with Jack and what the two of you decided. The fire area for the project is 9,214 square feet. Will you please let me know what the two of you decide,so that I can notify the applicant soon if they are needing to sprinkler? Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 to/vve. e-.4 ecyiiimivacJ// czicy/,ageati6.72 cwrlc;:c cYtrliair. My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 1 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Like RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET may, , Mailing Address:P.O. Box 547,Anacortes, WA 98221 `Icoxl- Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 IPlease use this form to submit revisions or additional information to your permit application. Permit/Project#: V. 1 , ,,ii V / Date: - \ \ v Project Name: ��.V., , 1��(1,w �I 7"e l d j1i)c Project Address: `-tC� O fkyQ� e,- .., Project Contact: f Company Name: Contact Phone: Contact Email: Has the permit been issued yet? ❑ Yes 0 No All revisions must be e' her clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? Yes 0 No What department(s) is th. resubmittal/revision/additional information to go to? O PIanning Dept. Building Dept. 0 Fire Dept. 0 Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. dNo,the revision or additional information is initiated by the applicant,landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: ` C6c ck' 'P\(�- \\ SS -\-q-P\c-./ 2_8__ Are you submitting a full replacement? ❑ Yes V No If not what page#is being replaced? Two full sized copies of all revised/additional information is required.Has this been done,. Yes ❑ o Two 11"X 17"reduced copies of revised site or floor plan is required.Has this been done? El Yes No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan ❑ Building Plans CliStructural Plan El Landscape Plan ❑ Parking Plan 0 Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: Site Address L/ 90 2- 0e2kke5 Project Ai ci 4 i Building Permit # D— 2O f D..Epatent 73a#e' 7 #gals �11a�es { Building 2 1/ /tetr..) G‘fil4471-- e S-(r,Ac rwj 5 c s 1`2.9 ;re dre /244 ,,,h8,'`"`4Tan ng _r ir1 -471 r r ,/ c/ stiviwrrit4waterf1,1 ,1l War _ it c. rr fr v f — st_© if\t/Aeo I'"" -F rel `1) 1L. FIr-e A 41, ?/ 2 1 y -e-f•-2 i /3`71,y �y l�I/1 ✓"�, �ia IL/� s `/?�/ y9✓1 Ccvvn • a v� T �- 2 9{< t2 ( {4� 7 f j'1 ,N'1 � / rj y.';,l wiz/1�f -,, �P��•( i/,?f.>:y� Project Inter-Departmental Plan Review Tracking 2316 Antone Way Fin Garrison, r D®E Anacortes,WA 98221 Phone: (360) 708-1865 ConssuDtf)Gn Enzineer TimG@TimKGarrison.com Structural Analysis: Remodel at 4002 Oakes Ave Anacortes, WA. Client:Philip Feldsine CCI Job Number: T17093 Building Design:Stewart Silk Architects Date: January 8, 2018 wawa* SAO/ INDEX: Design Drawings,Callouts and Specifications. S 1,S2(24"x36") Calculations. Cl —C4 Total No. of pages excluding cover sheet: 2,24x36+4, 8.5x11 Notes,Disclaimers: ConstructionCalc,Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound.Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). ° ° Z316AntoneVVay �� K. �� P.E.N�� ��N°N°N@����� Tim ��� Garrison,w~���wm, �� �� Anocortes,VVA 98221 Phone:(36O)7O8'186S Consulting Engineer TimG@TimKGurrimon.cnm � . / \ | 0 | Structural Strategy U _ -. (�J. ��. � All new construction to comply � with current code. | Structural systems - more than 5% must be brought up / to current code per |EBC. Structural . ' D� � Plans herein reflect this. ` F5 � | "LL ~� - | Lateral System: / ' i � interk�rshearvxa 7 5f�et long, at - � |i, . | the main entry that will be | removed. A new equivalent shear | VV�|i �f�ei|on�, wiU be .' ` -L -' / - � constructed parallel, 8 feet tothe east Bxinuoeotomth� buildings ! . � � � ' . ~ , ` lateral strength will be increased. / This work will not alter the lateral � resisting more lO96 -- -'-'_� ``- � - � and thus new elements need only ac �~ rornpk/vv�hcodern|nirnunn. / , � Ewistng elements are oka» as-� per � ' |EBC- see Standard Structural ^ noherein� / -�- u ` �pcu/u*vv �� -- lip _�� - --r _ ! � | / . ! � I I G2• /�s `� "'� "'' ProBeam Tim Garrison P.E. isia 1S RUCTKONCALC C51f 1G} fai7 v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. Job t17093 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 20h Other Info. 1/4/18 ' 0.5 1 1.5 2 2.5 4 3 5 Type? Simple span,fully braced v# Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 3.00 ft a 3.00 ft Allowable Deflection,Main Spans Live Only,L/ code Minimum-Normal:l./360&U240 360 = 0.10 in Total, L/ 240 = 0,15 in N/A = 0.00 in Total,L/ N/A = 0.00 in L i Pitch if Member Being Designed is Sloped: 0.0 :12 Mem True Len: 3.00 ft Add Self Weight? I Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I N ..T. Increase Roof DL for pitch'? Ves .. .-. Roof Pitch 1 6.0:12 I Live Dead Snow Trib.Width Llve Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf 17.00 ft - 285.1 lb/ft 425.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 10 psf 6.00 ft - 60.0 lb/ft Tot Unif Load - 345.1 lb/ft 425.0 lb/ft Loads 1000 Point loads are 1/10 scale 500 0 0.5 1 1.5 2 2.5 3 5 -500 4x And Smaller(Lumber) Calc'd Member Results For 4 x 6 . Solutions Using Self Weight of Sawn 4 x 6,4.9 plf 4 x 6 s Load Duration Snow:1.15 rr I %Overdesign 2 x 8 (4)2 x 4 Moisture l Medium pry-18% v Douglas Fir-Larch •) Repetitive Use? No s i Pos Bending 126.9% (2)2 x 5 3 x 5 Press Treated? No,Not P.T. V ;No.2 v 1Flat Use? No v? Neg Bending NA (3)2 x 4 4 x 4 Temp Cond. i.100 deg F&less v Fb Pos 1,345 psi Fv 207 psi Shear 128.5% Fb Neg 1,345 psi Fcp 625 psi Span(s)Defl'n 724.5% Allow Pos Mom 1,978 ft-lb 148.53 I04 Cantilever(s)Defl'n NA Allow Neg Mom -1,978 ft-lb E 1,600 ksi Calc'd member OK by: 126.9% Allow Shear 2,657 lb El 77,642 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 4.92 plf Cond's Of Use:Load Duration:1.15-Snow For 4x 6 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,163 lb 1,163 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 525 lb 525 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 In - - - Allowed 0.150 In 0.150 in 0.150 in . Max Dn Defl - -0.018 in - - - Allowed 0.150 In 0.150 in 0.150 in ProBeam_v7_0_W C c Tim Garrison P.E. OCAS? (7UCTIONCALC ProBeam We empower The.eutldle• Znduser v6.0 important:Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. Job t17093 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 22h Other Info. 1/4/18 /� `P 1 2 3 4 5 Type? Simple span,fully braced 'w i Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 6.00 ft 6.00 ft Allowable Deflection,Main Spans Live Only,U Code Minimum.Normal:1/360&L/240 • - i 360 = 0.20 in Total,U; 240 E = 0.30 in N/A = 0.00 in Total,U; N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 6.00 ft . Add Self Weight? ;yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? =No .7t~ Increase Roof DL for pitch? ves ,I Roof Pitch [ 6.0:12 I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 10.00 ft - 167.7 lb/ft 250.0 lb/ft Uniform Ld.2 40 psf 15 psf 6.00 ft 240.0 lb/ft 90.0 lb/ft Uniform Ld.5 10 psf 6.00 ft - 60.0 lb/ft Tot Unif Load 240.0 Ib/ft 317.7 lb/ft 250.0 lb/ft Loads Point loads are 1/10 scale 1000 r...7 500 0 `6 2 3 4 5 ' -500 - 4x And Smaller(Lumber) Calc'd Member Results For 4 x 8 Solutions Using Self Weight of Sawn 4 x 8,6.5 plf 4x 8 +r Load Duration Snow:1.15 rr %Overdesign 2 x 14 (4)2 x 6 Moisture I Medium Dry-18% w: Douglas Fir Larch VI Repetitive Use? No s` Pos Bending 10.4% i (2)2 x 10 3 x 10 Press Treated? I No.Not P.T. V °No.2 • Flat Use? No y' Neg Bending NA (3)2 x 8 4 x 8 Temp Cond. 1100 deg F&less ♦ Fb Pos 1,345 psi Fv 207 psi Shear 68.8% Fb Neg 1,345 psi Fcp 625 psi Span(s)Defl'n 164.5% Allow Pos Mom 3,437 ft-lb 1111.15 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -3,437 ft-lb E 1,600 ksi Calc'd member OK by: 10.4% Allow Shear 3,502 lb El 177,836 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 6.49 plf For 4 x 8 Cond's Of Use:Load Duration:1.15-Snow 1.50 In 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 2,075 lb 2,075 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 973 lb 973 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 In - - - Allowed 0.300 in 0.300 in 0.300 in Max Dn Defl - -0.113 in - - - Allowed 0.300 in 0.300 in 0.300 in ProBeam_v7_0_WC 64 Tim Garrison P.E. CS'°i�' ProBeam RUCTION C A LC 7 AN We ern•ower Oh*Au,rd n•-tndu9[r v6.0 Important: Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. r -- Job t17093 1 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. • 30b Other Info. 114/18 /1 1 1 2 3 4 5 6 7 9 ,a• Type? Simple spun,fully tced w I Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 8.00 ft 8.00 ft Allowable Deflection,Main Spans Live Only,L/ Code Minimum•Normal;tl3G0&t/240 • I ' i 360 I= 0.27In Total,L/1 240 1= 0I. .40In N/A f = 0.00 In Total,L/1 N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 8.00 ft Add Self Weight? yes.Self weight will ho added to applied DL • Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? NO T Increase Roof DL for pitch? Yes,..__o':I Roof Pitch 1 6.0:12 1 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1-Roof 20 psf 15 psf 25 psf 17.00 ft - 285.1 lb/ft 425.0 lb/ft 1 Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 10 psf 6.00 ft - 60.0 lb/ft Tot Unif Load - 345.1 lb/ft 425.0 lb/ft Loads Point loads aro 1110 scale 1000 500 - 0� 1 2 3 4 5 6 7 9 -500 4x And Smaller(Lumberl Calc'd Member Results For 4 x 12 Solutions Using Self Weight of Sawn 6 x 8,10.5 pif 4 x 12 _ +.I Load Duration snow.Lis V] %Overdesign ' - (4)2 x 10 Moisture Medium Dry_18% 'J Douglas fir-Larch v 1 Repetitive Use? ;No V-i Pos Bending 12.1% (2)2 x 14 3 x 16 Press Treated? No,Not P.T. •call =N0 2 $r Fiat Use? 'No •'1 Neg Bending NA (3)2 x 12 4 x 12 Temp Cond. too deo F&tess -.; Fb Pos 1.138 psi Fv 207 psi Shear 74.0% Fb Neg 1,138 psi Fop 625 psi Span(s)Defl'n 269.4% Allow Pos Mom 7,003 ft-Ib 1 415.28 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -7,003 ft-lb E 1,800 ksi Calc'd member OK by: 12.1% Allow Shear 5,434 lb El 664,453 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 10.07 pif Cond's Of Use:Load Duration:1.15•Snow For 4 x 12 1.50 In 1.50 In - - 6x And Larger(Timbe►l Calc'd Member Results For 6 x 8 Solutions Using Self Weight of Sawn 6 x 8,10.5 pif isx8 •_ Load Duration Snow:1.15 11 %Overdesign 6 x 8 12 x 12 Moisture Medium Dry•13% Y Douglas Fir-(arch '►1 Repetitive Use? No ss i Pos Bending 10.8% - 8 x 8 14 x 14 Press Treated? No,Not PT, V; WCUB-Dense No.1 d! Fiat Use? .No W Neg Bending NA 10 x 10 16 x 16 Temp Cond. WO deg f&less +►i Fb Pos 1,810 psi Fv 196 psi Shear 72.2% Fb Neg 1,610 psi Fcp 1,100 psi Span(s)Defl'n 82.8% Allow Pos Mom 6,918 ft-lb 1 193.36 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -6,918 ft-lb E 1,700 ksi Calc'd member OK by: 10.8% Allow Shear 5,376 lb El 328,711 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 10.55 pif Cond's Of Use:Load Duratlon:1.15•Snow For 6 x 8 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 3,123 lb 3,123 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,423 lb 1,423 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb i Mln Load Case l Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.400 in 0.400 in 0.400 in , Max On Defl - -0.219 in - - - Allowed 0.400 in 0.400 in 0.400 In . ProBeam_v7_0_WC 2316 Antone Way Hr X. rr� 0 o Anacortes,WA 98221 Phone: (360) 708-1865 ConsuIth g EngDfwer TimG@TimKGarrison.com Stnietur lt A ysLs: IIemode1 at 4002 (1 akes Ave., An ortes, WA. Client:Philip Feldsine CCI Job Number:T17093 Building Design:Stewart Silk Architects Date: January 8, 2018 HGAR* of wAsyjh �3'0 9 it t 1 t .41Z 4ji2 F9 VW i0 ) INDEX: Design Drawings, Callouts and Specifications. Si, S2(24"x36") Calculations. Cl —C4 Total No. of pages excluding cover sheet: 2,24x36+4, 8.5x11 Notes,Disclaimers: ConstructionCalc,Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound.Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized,stamped addendums). G1 2316 Antone Way Tim K. Garrison, P.E. Anacortes, WA 98221 Phone:(360)708-1865 Consulting Engineer TimG@TimKGarrison.com Ai LEv r a L E Structural Strategy _— _ o 0 r All new construction to comply 0. - ii, i\C'Ew with current code. ;, ammo 1U 1a o Structural gravity systems altered / 11 _ \ j r more than 5% must be brought up 1 ��� \� to current code per IEBC. Structural mouE Plans herein reflect this. si.i, R ❑o °i ' Lateral System:There is one interior shear wall, 7.5 feet long, at J 0 the main entry that will be - removed. A new equivalent shear I I I wall, 9 feet long,will be constructed parallel, 6 feet to the east. By inspection the building's lateral strength will be increased. ---/— '"Th(117 This work will not alter the lateral Lev, resisting system more than 10% L� and thus new elements need only c J �C comply with code minimum. ' Existng elements are okay as-is per L` r IEBC- see Standard Structural Q Specifications herein. 1 0 O - '1 r= 1 , . . Cy Tim Garrison, P.E. CCU IS RUCTIONCALC ProBeam we Em•*Witt The nuttdtn• Industr v6.O Important: Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. Job t17093 F Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 20h Other Info. 1/4/18 .. . ......... .............. .......... ._ 0.5 1 1.5 2 2.5 4 35 Type? Simple span,fully braced y1'1 Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 3.00 ft 3.00 ft Allowable Deflection,Main Spans Live Only, L/ Code Minimum.Normal:tJ 60&1/240 Ir. 1 360 1 = 0.10 in Total, L/i 240 = 0.15 In N/A = 0.00 in Total,L/= N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 3.00 ft Add Self Weight? Yes-Self weight will be added to applied DL qr Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? 1 N r o- _ . Increase Roof DL for pitch? Y ..Yes . . 1 Roof Pitch I 6.0:12 f Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 17.00 ft - 285.1 lb/ft 425.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 10 psf 6.00 ft - 60.0 lb/ft Tot Unif Load - 345.1 lb/ft 425.0 lb/ft Loads Point loads are 1/10 scale 1000 500 1 , 0 0.5 1 1.5 2 2.5 3 5 -500 4x And Smaller(Lumber) Calc'd Member Results For 4 x 6 Solutions Using Self Weight of Sawn 4 x 6,4.9 pif 4 x 6 IP. Load Duration i Snow:1.15 rr %Overdesign 2 x 8 (4)2 x 4 Moisture LMedium pry-16% ® Douglas Fir-Larch .1 Repetitive Use? ;No V I Pos Bending 126.9% 2 2 x 5 3 x 5 Press Treated? No,Not PT. r► No.2 l' Flat Use? No rr' NegBendingNA (3)2 x 4 4 x 4 Temp Cond• 1 1oo deg F&less rr. Fb Pos 1,345 psi Fv 207 psi Shear 128.5% Fb Neg 1,345 psi Fcp 625 psi Span(s)Defl'n 724.5% Allow Pos Mom 1,978 ft-lb 148.53 in"4 Cantilever(s)Defl'n NA Allow Neg Mom -1,978 ft-lb E 1,600 ksi Calc'd member OK by: 126.9% Allow Shear 2,657 lb El 77,642 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 4.92 plf For 4 x 6 Cond's Of Use:Load Duration:1.15-Snow 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,163 lb 1,163 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 525 lb 525 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.150 in 0.150 in 0.150 in Max Dn Defl - -0.018 in - - - Allowed 0.150 in 0.150 in 0.150 in ProBeam_v7_0_W C | � Z ~/ ���� l[KmmK�mnrimon, Dx,0C, ��0 imnpo�mnt: Notches and oonne�omnot onuidomd.Dynamic loading not oonoidemd.Compliant with 2O15'20O3 IBC.AUdesigns should bonhookedbyaoomp�an1pnm�aaiona|. � Job O7093 #mn°and m°nn"nn(wvm.»mxamnmtx/'em`nmshown) ' 88wnnbmr|.D. 22h Other Info. 1�/ 8 /\ ' /\ ' ' 1 o u * o Type? mmN*�m*au�mmv Left Cantilever Span Span Span R�h Cantilever To MembnrLunn� LomdhofSpons 8.00ft 8.00ft /U}nwu�eDo8008u�&8a|nSpans Live Only,L/ c*a«wm/*vm'w»�a�A�m&u�.o 380 ! ~ O2O|n Total, U� 240 | ~ OS0in ! N6� ~ O0Oin Total,L/� N/A i = 0OO|n | | ' ' � | � | ' ' ( � ' � P�uh�Mom�nBo�gDeu�nud�S�pod: 0�'12 �omTmeLen G�O� ' ' ' i . AddSo�VVo��? |vs'amv�nmwmo^nax�*v»*p�«cu �� L_--_ -- '-.---_ -_- Loads: Wm��mLoads Over FuULength nYMember r | !,No -- - �� i ��F�{�m��� � � |��F����� � ^ ���� | � '12 | — - ' � | �� �� �� ����h �� �� �m Uniform Ld.1 'Rnof 2O�f 15�f 25�f 10lNft ' 107J|�ft 25O�|�ft Uni�rmLd.2 4O�f 15�f 8.00ft 24O�|�ft 9O.O|�# Uniform Ld.5 10pof 8.00ft ' GO.0|�# TotWnif Load 248.OI6�� 317.7lb�� 25R.0 |b�k Loads pmmmom°��no=°w 1000 ' --- --� - 50 - �O0J _ 4x And SmmUor(Lumbe� Co|c^d|Nembor Results For 4m8 ! Snow. | Swlut�nwUsing Self Weight of Sawn 4x�6.5�f ��xo � L�d�u��n ��n* V� %Ove���n 2x 14 �)2x8 Mp��m ' - -vm^ ~r '------ ~] Rapo��oUoe? . / Poo 18�% Medium' �. �_--__-_ -�� � '_'--� Bending (�2o1$ 3x10 � Press Treated? x�2 �� Flat Use? _r� V� N�8�dn0 NA �N2nA 4x8 Temp Cond. ]10»deg Fw^_ _v FbPuu 1�45 psi Fv2O7 psi Shear 6�8% FbNeg 1.345 psi FopO25 p� Spun�)DeOh 1G4�% AUmwPonkUmn3.437R4b / 11115 in^4 CanU|eva�a)De8'n MA A||mwNog K�nm `3.487f�|b E 1.600 koi Cmlo`dmnermher��Wby: 18.4% Allow Shear 3.502|h G| 177.838 kai Controlling criteria Is: Poo Bending Roq� 8oaring Support Support Support Support Self VVt8.49p|f ��n�.o��Us���oaumw�mmp��.1o_�mew For 4x8 1'50 in 1'50 in Reoudunm Support Supoort2 Support Support Mwnowntn Support Support Support Support Max Total 2'875Ub 2.075|b ' ' $R-|b 0 ft'lb Qft-Yb O#,|b Min Total $731b 8731b ' ' $ft-|b 0ft-lb 0O-Yb 0f-lb Min Load Case Dmy|mudonm LtCanUvr Span Span Snan3 R1Cant|vr Max UpDe0 ' 0800in ' - - Allowed 0.300in 0.300in 0.300in Max DnDm0 ' '0.113 in ' - - Allowed 0.300in 0.300in 0.300in C4 , ..;• Tim Garrison,P.E. C .._Beam a-NIS'iRUCTIONCALC ProBeam w.rat•owrar h•solid n. Inoomit v6.0 ..: Important:Notches and connectors not cosidered.Dynamic loading not considered,Compliant with 2015-2003 BC.All designs should be checked by a competent professional. Job 1 t17093 Spans and Supports(Note,pitch and fixity,if any,not shown) Member ID. • 30b Other Info. 1/4/18 t 2 3 4 6 f3= l14--- .•iii ., '1 • Type? Simple span,fully braced .0-i ..._. ........ Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 8.00 ft 8.00 ft Allowable Deflection,Main Spans Live Only,LI Code w"1"""n 7,Nohnal:1/460&1./24f) _ .. . . . _.....1 1 I 360 1 1 i I , .= 0.27 In Total,Li! 240 j= 0.40 In 1 i N/A i = 0.00 in Total,L/ N/A I = 0.00 In Pitch If Member Being Designed is Sloped: 0.0:12 Mem True Len: 8.00 ft Add Self Weight? Yes-Self weight will be added to applied DI I"I Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No.. . 'v. Increase Roof DL for pitch? Yo?... VI Roof Pitch I 6.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1-Roof 20 psf 15 psf 25 psf 17.00 ft - 285.1 lb/ft 425.0 lb/ft i Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 10 psf 6.00 ft - 60.0 lb/ft Tot Unif Load - 345.1 lb/ft 425.0 lb/ft Loads Point loads are 1/10 scale 1000 • 500 - 0,? . 1 2 3 4 5 6 7 9 -500 - 4x And Smaller(Lumber) Calc'd Member Results For 4 x 12 .., ! Solutions Using Self Weight of Sawn 6 x 8,10.5 Of 4)(12 v I Load Duration snow;us V %Overdesign ... ._. _ - (4)2 x 10 . .1 ,ouo.as,.),..int.1 Moisture Medium Dry-18% IP r1 I ;i / I vr I Repetitive Use? No V 1 Pos Bending 12.1% ... . . __ ..., . .....___. (2)2 x 14 3 x 16 Press Treated? No,Not P,T. vl (No 2 _ ..:,. Flat Use? :No 4I, Neg Bending NA ......__. (3)2 x 12 4 x 12 Temp Cond. toe deg F&less V I Fb Pos 1,138 psi Fv 207 psi Shear 74.0% Fb Nag 1,138 psi Fcp 625 psi Span(s)Defl'n 269.4% Allow Pos Mom 7,003 ft-lb I 415.28 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -7,003 ft-lb E 1,600 ksi Calc'd member OK by: 12.1% Controlling criteria is: Pos Bending Allow Shear 5,434 lb El 664,453 ksi Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 10.07 plf Cond's Of Use:Load Duration:1.15-Snow For4 x 12 1.50 in 1.50 in - - 6x And Larger(Timber) Calc'd Member Results For 6 x 8 Solutions Using Self Weight of Sawn 6 x 8,10.5 plf j 6 x 8 ex Load Duration ,snow:lis v i %Overdesign 6 x 8 12 x 12 Moisture 1,4 ed lem...0Dry-tflk..... '101 Douglas Fir-Larch v i Repetitive Use? :No vb-1 Pos Bending 10.8% 8 x 8 14 x 14 Press Treated? No,Not P.T, 7 j :WWII•Dense No 1 v Fiat Use? No v I Neg Bending NA ........... 10 x 10 16 x 16 Temp Cond. 190,F.e!13e.145s...vj Fb Pos 1,610 psi Fv 196 psi Shear 72.2% Fb Neg 1,610 psi Fcp 1,100 psi Span(s)Defl'n 82.8% Allow Pos Mom 6,918 ft-lb I 193.36 inA4 Cantliever(s)Defl'n NA Allow Neg Mom -6,918 ft-lb E 1,700 ksi Calc'd member OK by: 10.8% Allow Shear 5,376 lb El 328,711 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 10.55 plf Cond's Of Use:Load Duration:1.15-Snow For 6 x 8 1.50 In 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 3,123 lb 3,123 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,423 lb 1,423 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Mln Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Dell - 0.000 In - - - Allowed 0.400 in 0.400 in 0.400 In Max Dn Dell - -0.219 in - - - Allowed 0.400 in 0.400 In 0.400 in . ProBeam_v7_0_WC 1 2316 Antone Way Ti rn K. Garrison, P.E. Anacortes,WA 98221 Consulting Engineer Phone: (360)708-1865 TimG@TimKGarrison.com Addendum 1 — Changes at Master Bedroom and Exercise Room Structural Analysis: Remodel at 4002 Oaks Ave., Anacortes, WA Client: Phil Feldsine CCI Job Number:T17093 Building Design: Stewart-Silk Architects, Eric Date:February 13, 2018 Henyay GAR otWASNI 17 '%` • FEB 2 0 2O1B CITY OF A1\9!�(.�ts11 1 L rumples �(7fwtAL gl�3 �8 ,' l INDEX: Drawings/Sketches/Details: Si, S2 (24x36) Calculations. Al C 1 —Al C3 Total No. of pages excluding cover sheet: 2,24x36+3, 8.5x11. Notes: Consultant only takes responsibility for structural items specifically addressed within this report set as follows: o This report is an addendum to our original report dated 1/8/18.All requirements,callouts, specifications, designs,etc. in our original report shall remain valid and in effect unless specifically superseded by item(s)in this report. O The scope of this Addendum is limited to: o Revisions at Master Bedroom—expand MBR to the east to take up what was spa and hot tub areas. o Revision at Exercise Room—removal of existing e-w beam supporting deck above,to be replaced with parallel bearing wall approximately 1.5 feet to the north. 4tC.i 2316 Antone Way Tirn K. Garrison, P.E. Anacortes,WA 98221 • Phone:(360)708-1865 Consulting Engineer TimG@TimKGarrison.com • Structural Strategy (Ill) , General: All new construction to comply ' with current code. Walls not identified as I - i 4U_Atc,oR) - shear walls are not required for lateral m� u� resistance per IEBC and may be code I IEJDECK I ,0T minimum construction. _ - WIN OW NO WORK I WINDOWS IN ,` I NEW WALL _ \ / I• O Upper Level: - , :..I�II This addendum includes the removal of _ WALLS "I ( WALLS TO BE OAE SER \ REMOVED j) one existing n-s exterior shear wall on EXISTING I I�' NEW CASEWORK d iz my -- EGRESS TO II \ AND CLOSET �" the east side of the master bedroom. It SYSTEMLB.D. will be replaced approximately 6-feet to -. ray �I� LLL EXISTING the east with a new shear wall of LI m�WINDOW ___ -- NEW ATTIC IEj CLOS. J�TD REMAIN identical length that connects to the _ _ I. / ACCESS I HO I d 0 I �— R4I HDWD. same upper and lower horizontal LE]naAs06RBED �U, r�. 1� diaphragms. By inspection this new shear -- IMHARDWOOD ( '- I- •1 i �� = II o wall can be 2PW. ' :XISTING TRAY W O DASHED) / '///111/C _ DIEI OOR �/ \IA, EXISTING SAUNA TO BE OR - The onlygravityelement that could be HDWD• TONE RESAINSTALLATION TIOIN IE]MASTERBATH RXERCIS ROOM 00INJ I 105 \ EXERCISE ROOM 004 JNJ STONE m 1 affected 5%or more is the existing gable ~' � °°�"` � truss above the n-s wall being demo d. I (E}CLOS. E , G To compensate a new 2x6 will be I ,D, I sistered to the top chord to span the—13 • -- from exterior wall to first interior - 1 bearing. 1 I I — I I Ceiling framing can be code minimum, by — - -- contractor. _ , _ . . 1 - Lower Level: The new north wall at Exercise room as `- ! - i shown in the previous version of these • -_. ; plans is now intended to be load bearing - so that an existing 5x13 PSL , approximately 1.5' south of this wall, - supporting the floor above, may be ' - removed. Headers and footings are sized herein to accommodate this. The floor • . . joists above were checked to ensure they _ ' _. can span the larger distance. 41e.i, • �� -4 IM l r® eawa1 Tim Garrison P.+'. C3?1jS R(JCTIONt(ALC Important: Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. Job t17093 Spans and Sup ports pporis(Note,pitch and fixity,if any,not shown) Member I.D. existing deck joist Other Info. 2/13/18 — 2 4 6 8 10 12 14 Type? Simple span,fully braced i Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 12.50 ft 12.50 ft Allowable Deflection, Main Spans Live Only,U Code Minimum-Normal:1/360&1.1210 V 1 I360 1 = 0.42 in Total,L/i 240 = 0.63 Ip NIA = 0.00 in Total, Ll N/A = 0.00 In s Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 12.50 ft Add Self Weight? i No-Self weight is included In applied DL V I. Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? 'No *.. Increase Roof DL for pitch? .Yps,__...!.I Roof Pitch I 1.0:12 I Live Dead Snow Trlb_Width Live Dead Snow Uniform Ld.2 40 psf 15 psf 1.30 ft 52.0 lb/ft 19.5 lb/ft j Tot Unif Load 52.0 lb/ft 19.5 lb/ft - Loads Point loads are 1/10 scale 100 . 50 I 0 __ 4 2 4 6 8 10 12 14 -50 i 4x And Smaller(Lumber) Catc'd Member Results For 2 x 10 Acceptable Solutions 2x to r; Load Duration Live,too w (Y.Overdesign 2 x 10 (4)2 x 5 Moisture [[Medium Dry-t8% V Douglas Fir-Larch ®( Repetitive Use? Yes .® Pos Bending 45.2% (2)2 x 8 3 x 8 Press Treated? I No,Not P.Y. No.2 'r►j. Flat Use? No w Neg Bending NA (3)2 x 6_ 1 4 x 6 Tomp Cond. I:0o deg F&tens ® Fb Pos 1,138 psi Fv 180 psi Shear 272.6% Fb Neg 1,138 psi Fcp 625 psi Span(s)Defl'n 130.9% Allow Pos Mom 2,028 ft-lb 198.93 in"4 Cantilever(s)Defl'n NA Allow Neg Mom -2,028 ft-lb E 1,600 ksi Calc'd member OK by: 45.2% Allow Shear 1,665 lb El 158,291 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 3.55 plf For 2 x 10 Cond's Of Use:Load Duration:1.0-Live 1.50 in 1.50 in - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 447 lb 447 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 122 lb 122 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.625 in 0.625 in 0.625 in Max On Defl - -0.248 in - - - Allowed 0.625 in 0.625 in 0.625 In ProBeam_v7_0_WC Atc3 BHltd � �t¢4®in9 P.E. L UCTIC}ii1 F'aLC f't O� am Important: Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2015-2003 IBC,All designs should be checked by a competent professional. Job t17093 _� Spans and Supports(Note,pitch and fixity,If any,not shown} lI Member I.D. 23h Other Info. 2/13/18 " ` I 1 2 3 4 5 Type? Simple span.fully braced V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lentil of Spans: 5.50 ft 5.50 ft Allowable Deflection, Main Spans Live Only,L/ Code Minimum•Normal 11360&11240 Y w 360 i = 0.18 In Total,L!; 240 1 = 0.28 In N/A ; = 0.00 in Total, L/ N/A ? = 0.00 In i Pitch if Member Being Designed Is Sioped:L 0.0:12 1 Menl True Len: 5,50 ft Add Self Weight? ;No-Self weight is included In applied DI. V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? l N9 .._...7'. Increase Roof DL for pitch? „Yes _-._d 1 Roof Pitch I 1.0:12 (-lye Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 6.00 ft - 90.3 lb/ft 150.0 lb/ft Uniform Ld.2 40 psf 15 psf 11.00 ft 440.0 lb/ft 165.0 lb/ft - Uniform Ld.4 40 psf 10 psf 8.00 ft 320.0 lblft 84.0 lbfft Tot Unif Load 760.0 lb/ft 335.3 lb/ft 150.0 lb/ft Loads Point loads are 1/10 scale 1500 _ 1000 500 0 - _ - -- ___- - - --- . --- 1 2 3 4 5 ' 6 -500 -4x And Smaller(Lumber) � Caic'd MemberResults For 4 x 10 -- Acceptable Solutions 4 x 10 w; Load Duration Snow.1.15 v %Overdesign - 1 (4)2 x 8 Moisture t Medium Dry-18% IF Douglas Fir-Larch ®'1 Repetitive Use? No m! Pos Bending 24.1% (2)2 x 12 3 x 12 Press Treated? #No.Not P.T. • No.2 Flat Use? No Neg Bending NA (3)2 x 10 4 4 x 10 Temp Cond. 1pflde9f&Iitsi v� Fb Pos 1,242 psi Fv 207 psi Shear 48.3% Fb Neg 1,242 psi Fcp 625 psi Span(s)Defl'n 332.7% Allow Pos Mom 5,165 ft-lb 1230.84 in44 Cantilever(s)Defl'n NA Allow Neg Mom -5,165 ft-lb E 1,600 ksi Calc'd member OK by: 24.7% Allow Shear 4,468 lb El 369,345 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 8.28 plf Cond's Of Use:Load Duration:1.15-Snow For 4 x 10 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 3,012 lb 3,012 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 922 lb 922 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-tb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Deft - 0.000 In - - - Allowed 0.275 in 0.275 in 0.275 in Max On Deft - -0.061 in - - - Allowed 0.275 in 0.275 in 0.275 In ProBeam_v7_0_W C © 3 0 All drawings, specifications, plans, Ideas, A 3 0 arrangements, and designs represented or f cl. referred to are the weedy of end owned by Stuart0 SUk Architects whether the project for which 0 0 0 0 0 1 0 they are made Is exewled or not. They were gig-01/4• created,evolved, developed and produced for the EXISTING 26'-0' 12'-0' 6'-0' 13'•4 3/4' 15'•71/4" 181.51/4" sole use on and In connecllon wllh this project and DECK TO r • r r none of the above may be disclosed or given to or REMAIN 7112" 12 6 �4" 0'-1 114' 3' 6 112' 2-0' T-0' 3'-0' used by any parson, lion, or corporation for any I J r r r r i r i r f0'•7114' r use or purpose whatsoever Including any ether EXISTING EGRESS I I I I I I I project,except upon written permission of Stuart DOORS TO REMAIN Silk Archltecls. 0 e © COPYRIGHT2017 NEW AUTOMATED STUART SILK ARCHITECTS SHADES CONCEALED / EXISTING IN WOOD MILLWORK, I I I I DECK TO REMAIN PROOF 7 I I (EJ OFFICE STAINED IN) [I J DECK I 200 a NO WORK { tl .'111 WINDOW f - 1 .. (NI HARDWOOD g # '����r� ��Rsr'0r‘� .�'4� _ A �+ a �tfa ; NEW FIREPLACE I C WINDOWS NEW ( per T 4 SURROUND tv I - - - - - I - - '- I - I - - I 1 I r I NEW WALL IN I' 0 ihe l r 1 ! 1 J1�L , r_ EXISTING CASED jj'''' /�to Y O _ OPENING EXISTINGAI �•• R 8to F` dJ1EXISTING STEP [El LIVING WALLS TOED BE _ DRE<SER o �� \1 DISPLAY TO I - 109 11 REMAIN I I '0 [� J (NJ HARDWOOD I EXISTING I II NEW CASEWORK 1 . 2 A$,0 Y EGRESS TO \ ANC) CLOSET CI N 4 ` . P REMAIN - - - - - 11 gYS7EMT.B.D. _ ' � � ^ p, p\ ( �sr // / ll �"16 �5� 'l *ill tsicroren p' ♦ (1. — - - s m 1 J 1 flf- ` 1 $ - 0 ��� `j, NEW DECORATIVE TIMBER N ( j /7�/EXISTING n I w ' I' BEAM, TYP. — _ _� `` WINDOW b1. I I I I r NEWATTIC [EJ CLOS. I TO REMAIN ` 1� 110Na - - - _ IEl m ` NEW DECORATIVE TIMBER / ACCESS tpg S V V 0 ./ Posr, TYP. _ I, _ _ I_ _ NS�R N ELEVATOR — - - - - f _ - — — — — CO 8 �• a - I. - - - - 1 { I �- (NJ HDWD. [E] MASTER BED I r , II ...• N�� �Ob • g , 2�1 - - - ' EXISTING WALL TO REMOVE I 108 I 7L 11 b, 8 I [El BATH / . [E FAMILY .L _J L IJ 201 I ` E BREAKFAST I [NI HARDWOOD t We • tb0 , 112 ( J I { PROVIDE (NI TOUCHLATCH I NOWORK 110 I CABINET DOOR FOR (ElA/VcAISED 'CC (NJIIAROWOOD LINEOFEXISTINGTRAY 1 LOOR ` (N) HARDWOOD J CLOSET I t0 CEILING(DASHED) - �' IEJ .— EXISTING HALF WALLS TO II f// ?kJ Q DOOR O 1� D I ' REMOVE I- - _ — — ! — U EXISTING SAUNA TO BE I \ EXISTING DOOR TO EIE REPLACED MATCH AT (H I I I TONE SALVAGED FOR REINSTALLATION IN (NJ [E) MASTER BATH DESIGN ADM 2'-0' I 54•1314' 4'•10174' 4'-01f4' 1 2'0' 106 r r ,� NORTHWALLADJACENT r 12'-0' 6'-0' 4 TO BREAKFAST ROOM 110 _ EXERCISE ROOM 004 INJ STONE3. Qj DRAWN AGM, ESN .atill) 161-0 / [El HALL i U — — — L) — X ��03 E QSTNIU CHECKED `/ 111 INFILL CAVITY ABO t o — =1".c,_____ ®-��°�' , � ��� \v�� , 1110111 © 0 NEW CASED ..._r (NJ HARDWOOD <- NEW PARTITION P SN W LL } � DATE 12-28-2017 I OPENINGS I I HDWD. STONE PROVIDED STERTO MATCH EXI3 LNG I — I I [El CLOS. I Fxi 0a NEW WOOD CLADDING Q El POSTS ADJACENT PNEW LOWS STAIR RUN, 104 © UPPER FLOOR PLAN EXISTING SKYLIGHTS TO - UP GUARDRAIL I DECGRATLVE INJ HDWD. REMAIN (!(�i ON STONE HOWO, �� SCALE 114" a 1'•0' (El METAL PICKETS r J BUILD OUT CEILING PLAN TO ELEVATOR 0 0 EXISTING SIDE WALL ABOE J EXISTING SKYLIGHTS TO S S - - W!(NJ HDWD 4 REMAIN IE1 C eA ls7 as I _ _ FLOORING - J --, 0 _ —� - - - - ° - - FINNISHES - - - •[E] ENTRY HALL I I EXISTING ATTIC / r T - 0 REVISIONS 102 ACCESS TO REMAIN I r� I [E) KITCHEN (NJ STONE I — J _ _ — I — 13 I EXISTING UPPER STAIR (EJ STUDY I • (NJ HARDWOOD O IEl LI RUN TO REMAIN 103 nve� STAIR 11 EXISTING STAIR LANDING TO ro f O TO REMAIN RECONSTRUCT. PROVIDE NEW NI HARDWOOD = _ _ _ .... I _ _HANDRAIL 8 GUARDRAIL WITH D D -� - NEW COUNT R5, ' / ` DECORATIVE METAL PICKETS - - - - - - - t' (EJ I — v NDRYIPANTRY I 1 DW w X STIN PAINT I - T HDWD. , STONE' 116 \ EXISTING POST TO REMAIN // _ L. — J -, CABINETS, P. I 44$1 � _J NJ STONE, rn 41 ) I. EXISTING LOWER STAIR// / I [El CONSERVATORY / [El CABINET RETURN TO REMOVE I " t RUN TO BE REMOVED / <p / Q RELOCATE (EJ SINK TO ISLAND I RELC�ATEO V •:HERIDRYER y / i J Stuart I ENLARGEIEJOPENING P • BE ' I LCPt �hER - ];'pI'(II } ) I I 1 I I I IIII ILL./ I J — — — iir = NO WORK - +-r l LL�11 Silk I Stir �r 1- _ (�� 91 Yi { — � NEW ARCH 0 CASED OPENING 101 _ Architects �� — J p J1 { 1 [NJ CLOS. — — — — _ _ T �— I 100A1 - �� (NI STONE - �jL\\� © 2400 North 45th Street L0t EJ P YVUkK 1 = 9 se" — — INFILL CAVI ABOVE Wl % \ ` Seattle, Washington 98103 / �,{CASEDOPENINO PARTITION ALL _ m / \ 206 728 9500 phone �1 4 • / /7 ' HDWD o STONE Q PROVIDE PLOTER TO MATCH comma -1 /� 1` \ (NI HD ,/ / . /S/ (NJ CONCEALED ` • \ 206 448 1337 fax IT: isT (EJ POSTS, TYP, h NOD � ' I / / / / PNOTDOOR \ FOYE I I EXISTING ACJACENT DD �I \1 _ ` / / 1, \1 \ \ `/ 1 geticraloffice@stuartsilk.com I I-. , /// (EI PANTRY TO REMOVE c = d 100 - // 11 O � _ > I I / // FLATTEN CEILING AT HALL = _ L W IVALL �/ ( IL� / 1 I INJ STONE [ O bVERINGs,TYP, -I• I� 0 , I EXISTING BUILD OUT I I - - I f - - - L 0 FELDSINE 43 AND DISPLAY TO NEW WA_LANOINTERIOR REMODEL / _ __ , fi... , REMOVE DOOR 3'•5114" 12'-2' FLOOR PLAN LEGEND EM I 6E'IEAALLECIEto (N) GALLERY NEW CA 3EOOPENING 4002 OAKES AVE 116 _SYMBOL DESCRIPTION REMARKS ANACORTES, WA 98221 IN)CUSTOM NONCOMBUSTIBLE ■ L III CUT LIMESTONE SURROUND FOR (NJ HARDWOOD I I (EJ DOORS I I I�Hn1 EXHAUST FAN SEE MECHANICAL PLANS (N DINING IEl FIREBOX, FOLLOW MFR'S EXISTING BAY WINDOW PROVIDE NEW 0sA SMOKE ALARM SEE SHEETA•1.1 GENERAL NOTES RECOMMENDATIONS FOR WINDOW SEAT FIRE PROTECTION SECTION t...1 115 CLEARANCES TO COMBUSTIBLES NEW ENTRY DOORS,SIDELIGHTS, 2x STUDS @ 16' O.C. m IN) HARDWOODRELOCATE NEW WALL IN) DOOR BASEBOARD RADIATOR AND TRANSOM ABOVE, IN EXISTING OPENING (LINE OF STUDS} TO UNDER WINDOW NEW FOUNDATION SEAT I I I I WALL PER STRUCTURAL PROVIDE NEW EXISTING PORTICO TO REMAIN STAGGERED 2x STUDS WITH DECORATIVE METAL I—• — a-I NEW SOUND WALL SCREENS TO CONCEAL ROCK WOOL SOUND BATTS r-N/ ` rNi,r`../T,r- rct r�r� EXISTING INFILL EXISTING WALL WI 1 TO REMAIN NEW 2•HR. RATED EXISTING J AS6EIABLY (2 LAYERS 6/8' I 1 ( C - = TO REMOVE PERMIT SET CO ? I ya( i TYPEXGWB EA,SIDE) ) _ 1 4 Li3 * NOTE IEJ POSTS, TYR STING O , IILI [NI STAINED ARCHED90-MIN r DIh1ENSIONSBASED AS-BUILT DRAWINGS. CONTRACTOR TO VERIFY INFlELD MAIN FLOOR PLAN CLOSET TO ED RATED DOOR WI CLOSER, A-3.0 I RECONFIGURED 111111 I GASKETBTHRESHOLD I I I I CONDITIONS PRIOR TO COMMENCING WORK. UPPER FLOOR PLAN r 26'-0' /' 12'-0' 6'-0' 13'4314" 16-71/4' 911.61/4' 0 0 0 0 0 0 0 MAIN FLOOR PLAN 0SCALE 114"= 1'-0' A 2' PLAN NORTH 0 1 EXISKTINGTO 790'-9 718' DEC21'-11" f 5'-5 Ur' 7'-0" 22'-4 3/4" 15'-7 1/4" 16'$" !'-11 318' REMAIN EXISTING EGRESS --- DOORS TO REMAIN NEW AUTOMATED SHADES / i` CONCEALED IN WOOD [E OFFICE MILLWORK,STAINED ALL WORK FOR ADDITION BELOW TO BE PERFORMED FROM UNDERSIDE, PROVIDE NON-VENTED ROOF 200 ASSEMBLY FOR ADDITION BELOW. INSTALL 4" BATT [NJ NJ HARDWOOD - DECK TO REMAIN EXISTING WATERPROOF7 CLOSED SULATIONL L BELOW TO CAVITY DEPTH, SPSRAY FOAM INSULATIONIRA FOAM NEW FIREPLACE SURROUND --- MUST BE APPLIED BY CERTIFIED INSTALLER&IN ACCORDANCE'AI ICC ES AC 377.R-38.MIN. NO EXISTING CASED OPENING VAPOR BARRIER A7NON-VENTED CLOSED CELL -- APPLICATION. PROTECT AND PRESERVE EXISTING - 0 - EXISTING STEP DISPLAY TO REMAIN WATERPROOF DECK ASSEMBLY //// [E LIVING 109 IV 2 0 . ` � __ • (NJ HARDWOOD �— - I 1 /♦ ` /�' EXISTING EGRESS ------"s) / TO REMAIN ItTcor 0 0 / _ --- 3 I_ iII �— ———-`1: I . ♦�♦ O [E SAUNA II I I. 107 I u [E CLOSET FAMILY [E]BREAKFAST NEW DECORATIVE TIMBER ND WORK ((�� 106 `= O [E i POST,TYP. ewSTnc ♦ 11a [E]MASTER BED H0 co ® I A. [N]STONE ,e [E BATH I, (NJ HARDWOOD 108 201 N (NJ h1ARDW000 EXISTING WALL TO REMOVE [NJ HARDWOOD NO WORK <- EXISTING DROPPED CEILING ( it J- ANDLIGHTING COVE TO BE PROVIDE(NJ TOUCH-LATCH CABINET -7/ REMOVED. MAXIMIZE HEIGHT I I DOOR FOR[E]AI V CLOSET ,. OF NEW GWB CLG. I c �\ `• I I ' I REMOVEG HALF WALLS TO HUM.STONE o I [E]MASTER BATH _Jib axis , 105 TIM_ U �_1 �� N STONE 2� 5'-1 3f4" 5'-1 3f4" 3'8 tJ2" 2'-0" r— I _ INFILL CAVIT(Os A80 0 ( J �/��) 18'-0" / „.'�— NEW PARTIT N W L N [E CLOS. 0 IL/I ` NEW CASED [N]HARDWOOD lUL I HDWD STONE PROVIDE PLATER 104 OPENINGS MATCH EXIS CING EX/S Nc NEW WOOD CLADDING ADJACENT STONE H [NJ HDWD. / NEW LOWER STAIR RUN. S EXISTING SKYLIGHTS TO Li ON = PROVIDE NEW HANDRAIL& I REMAIN UP GUARDRAIL I DECORATIVE BUILD OUT CEILING PLANE TO [� V METAL PICK TS }}} O O \ UPPER L O O R PLAN / EXISTING SLOE WALL ABOVF. ELEVATOR �I ING SKYLIGHTS TO °rsn �Qn 2 - — NLOORIWD. plc - — n = r u it I &(N)WALL _ _ •[E]ENTRY HALL SCALE 1/8 1 'd 1 FINISHES ^ —if 102 1 Dl - [E]KIKI®EN ' ► [N]STONE 0 [� - / EXISTING UPPER STAIR [E STUDY - [N]HARDWOOD 0 Q - Ex S7iO'7GO STAIR RUN TO REMAIN , ' GTO REMAIN I EXISTING STAIR LANDING TO [NJ HARDWOOD NEW COUNTERS, " RECONSTRUCT. PROVIDE NEW } . ---- J EXISTING L I r ilDRIANTRY I IHDANDRAIL& IVE UARD AIL WITH SI ofucC ( i CABINETS,TYP. HDWD. S70NE 11tI k STONE 1jll EXISTING LOWER STAIR 4 7 .f "M� e i F 1 ! 1 RUN TO BE REMOVED c"-" p ; EXISTING CABINET RETURNTO VE I RELJCATED W.SHER/DRYER s + r1 O RELOCATE[EJ SINK TO ISLAND �}II{ II P r DE P:i. i ••P&PRIMER TiMTh I II —--- ) I I . . + _ "y, 201� ' ' ENLARGE EXISTIN NING [Ni[NL ..,y:.,.... \Efi19R— I �I I� IIII]�.1 1` ll\1 G C ��� % O — 1 7 1I NEW ARCH D CASED OPENING [E]POt� (�I]Howo. ,iI I! I [N CLOS. , �� 101 [E]CONSERVATORY ¢ Ic^— INFILL CAVI (ABOVE W/ [NJ STONE I 100A PARTITION ALL I _ �,"I, � �� [ H ] ...9.[E]P W DER IF_ i �� I' PROVIDE PLASTER TO MATCH • NO WORK oY�`tj '/° iip Q ' 4 / / NJ CONCEALED HDWD. STONB EXISTINGAC}IACENT - �SSO 1 , u N gg PIVOT DOOR [M w[N]O / / // [N FOYER DD A \ i L --COL.C RLNG3 II / ' [El PANTRY TO REMOVE - — J 100 O O I V / // FLATTEN CEILING AT HALL = IN]STONE I NEW WALL 1 CIWERINGS,TYP. =- — — i L I—I" 1 I—; - iLim, EXISTING BUILD OJT AND DISPLAY TO NEW WOLLAND INTERIOR REMOVE DOOR NEW CASED OPENING [N]GALLERY II 1I (NJ CUSTOM NON-COMBUSTIBLE [N]HARDWOOD' [EJ DOORS L�J CUT LIMESTONE SURROUND FOR EXISTING BAY WINDOW [N DINING (El FIREBOX FOLLOW MFR'S PROVIDE NEW RECOMMENDATIONS FOR WINDOW SEAT '4 ® CLEARANCES TO COMBUSTIBLES NEW STEEL ENTRY DOOR ; C RELOCATE AND ABOVE,IN [NJ HARDWOOD [NI DOOR BASEBOARD RADIATOR EXISTING TRANSOM OPENING TO UNDER WINDOW SEATMAIN FLOOR PLAN _ PROVIDE NEW DECORATIVE METAL EXISTING PORTICO TO REMAIN SCREENS TO CO,ACEAL INFILL NEW 2-HR.RATED WALL W/ SCALE 1/8" = 1 -0" ASSEMBLY(2 LAYERS 518 PLAN TYPE X GWB @ EA.SIDE) NORTH } ..,_ I J— — - - J V / - 3 A [NJ STAINED ARCHED 2-HR.RATED DOOR WI 0 CLOSER,GASKET 8 37'-11 718" THRESHOLD 22'-10 118" 12'-2' 16'-5 3/8' 91-5 318" /- 11 ; 0 J! t- 1 6 2013 74-0,12" n . ,s-o° f 20'o• 18'•0^ y '-o u2^ art' OF ANACORTES f - - L [E]POST / I �•-EXISTING POSTS TO REMAIN 1 LINE OF EXISTING NEW EGRESS A-4.0DECK ECK ABOVE DOORS, P. EXISTING WATERPROOF DECK ABOVE TO REMAIN ALL WORK TO BE PERFORMED FROM UNDERSIDE. PROVIDE 1 I C 2 0 1 \\,...,...: + I I. NON-VENTED ROOF ASSEMBLY FOR NEW ADDITION. INSTALL B / 4"CLOSED CELL SPRAY FOAM INSULATION W/BATT - INSULATION BELOW TO CAVITY DEPTH.SPRAY FOAM MUST BE APPLIED BY CERTIFIED INSTALLER&IN ACCORDANCE Wf 7 _____I / EXISTING EGRESS ICC ES AC 377.R-38.MIN. NO VAPOR BARRIER AT TO REMAIN NON-VENTED CLOSED CELL APPLICATION. /1 4 I / 1--K.,... [NI DOORS / NEW IXTERtOR WALL IN w PLANE WITH EXISTING / CI) EGRESS WALL ABOVE `4 TO REMAIN VENT TO EXTERIOR E / [E]BEDROOM#1 009 [N]EXERCISE T-4 112" )- 4, v [NJ HARDWOOD • 004 w / [E]BEDROOM#2 ,o VENT TERIO [NJ HARDWOOD +00 CFl+ NEW LOW HEIGHT BOOK 006 o EXTERIOR SHELF --_--_ I� — • [NJ HARDWOOD J I r -\-r- - [E]GAME ROOM ' - - -II II +v/++ II �+ NEW FULL HEIGHT 010 m [E :ATH 2 I R OVE EXISTING ` BOOKSHELF [N]HARDWOOD --PARTITION WALL [E]CLOS.#1 [N]CLOS.#?I III ��/ L. 005 �-` 007 I REMOVE IXISTING � EVALUATE EXISTING 008 I PARTITION WALLS // [NJ TILE i 7 EXISTING [NJ HDWD. �r�HDWD. TILE Iii4 STEM WALL AND [NjHDWD. INFILLEXISTING .2 r J 1 NEW i! M REMOVAL,FOR N REMAIN (•� \ FIXTURES Z. ADDITIONAL GLA7.ING, o NEW PARTITION WALL M I I —_L t� J_ ( &FITTINGS Wf ARCH,OWNER& ' WITH CASED OPENING STRUCT. — ---- r r [EJ LOWER HALL e I C,) 5'S 114" 001 I I — — — ,, l % % o c v o JNJ HARDWOOD o I I r REMOVE N 4'-21I2" .__[3'•0' I T ' i- 1 T� PARTITION a I O \*X U, u u� i WALLS [{�lC011 0 [E BATH#' 014 "J [E MECH. e'-10" NO WORK 002 NEW BUILT-IN WET BAR 7/4 USING EXISTING !XISTING 0 NO WORK PLUMBING ROUGH IN STAIRS Wf NEW [E]STORAGE. - HDWD.TREADS r'asr7t.((p��o 003 - --------- [NJ RESILIENT FLOORING 11 0 "I N Il [El MEDIA --- I I oilI [E WINE I (N]HARDWOOD 013 IN)HDWD. , PLAN NORTH `E o HOP LOWER FLOOR PLAN NO WORK0 SCALE 1/8" = 1-0" \ 1 1 11 JAN 16 20t8 III I GUEMES CHANNEL CITY OFANACORTES \ ./ / / 1ISTING LANDSCAPING To REMAIN 7 / a w dm o. \ °t 7-fib 4002 OAKES AVE. iYo b SET g\OE BACK P HATCHING INDICATES AREA OF EXISTING COVERED TERRACE TO BE ENCLOSED EXISTING DECK (222 S.F.(.NO CHANGE TO TO REMAIN BUILDING FOOTPRINT IS \\ 2E'XISTING TO REMAlIN 7 �� NG In, PROPOSED X 46' SINGLE FIAMILY ��`\ T 0(�OECK \ EXISTING RESIDENCE? OECKTO �)14 REMAIN II ...- AIL. vAtp c, SCA'.. - 4>LISTING is- PAVED TERRACE TO EXISTING 1 \ REMAIN GARAGE TO /7 REMAI� O REM G AUTO COURT 404 \ TO REMAIN 7 /J,, VE Ilik ' LANDSCAPING `9_TOIL lir LANDSCAPING OF To REMAIN' / Pi" .// \ SIDE m4 o YARD o ,. a CA BACK ;o0 EXISTING DRIVEWAY TO , \ EXISTING REMAj LANDSCAPING / TO REMAIN'/ Tb 5\O ' OPA e,,,,\_.,, \GN\\ Zol OP,�Sp\l ANACOPPER 41 \ MINE ROAD SCALE: 1"=30' via TRUE PLAN 0' 30' 60' NORTH NORTH -- — — i 0 N (Ci: 1 rj. �C a 1'i ,t ii PROJECT TEAM TABLE OF CONTENTS PROPERTY DATA ZONING DATA \ \ An drawings, specifications, plans, Ideas, arrangements, and designs represented or OWNER ARCHITECTURAL DRAWINGS PROJECT ADDRESS ZONING CODE REQUIREMENTS 2 �O Q li \ referred to ere the property of and owned by PHIL FELDSINE A-1.0 SITE PLAN& PROJECT INFO. 4002 OAKES AVE. ANACORTES MUNICIPAL CODE, Q Stuart Slle Archltecla vrtiether the projoci for whkh 6525 SOUTH FRONTENAC STREET A-1.1 GENERAL NOTES ANACORTES, WA 98221 TITLE 17 they ere made Is exewled or not They wero SEATTLE, WA 98118 A-2.0 LOWER FLOOR PLAN ueatetl, evdved, developed and produced for the (206)226-4816 PHONE A-2.1 MAIN& UPPER FLOOR PLANS ASSESSOR'S PARCEL NO, ZONING DESIGNATION sole use on end In conneakn with this projacl and pIf09@tholmall,com A-3.0 EXTERIOR ELEVATIONS P31563 RESIDENTIAL DISTRICT R2 \ \ none of Iha above may be disclosed or groan to or A-4.0 WALLO SECTION AND C!TY p NACORTEg used by any person, firm, or cclosed or for any ARCHITECT DOOR f VANDOW SCHEDULES LEGAL DESCRIPTION MAXIMUM LOT COVERAGE " )( OF T` use cr purpose whatsoever including any other STUART SILK ARCHITECTS LOT 1, 'FOUR ISLANDS HOLDINGS LLC 35% MAXIMUM, MEASURED TO THE project except upon written permission of Stuart 2400 NORTH 45TH STREET, SUITE 200 STRUCTURAL DRAWINGS BOUNDARY LINE ADJUSTMENT," OUTSIDE OF EXTERIOR WALLS, OR TO GUEMES CHANNEL / \ SilkArchlleds. SEATTLE, WA 98103 S1 STRUCTURAL PLAN APPROVED MAY 5, 2011, AND FILED THE OUTER EDGES OF DECKS OVER (206) 728-9500 PHONE S2 STANDARD STRUCT.SPECS, MAY 10, 2011, AND AUDITOR'S FILE NO, 18' HIGH. AND INCLUDING PORTIONS COPYRIGHT 2018 (206) 448-1337 FAX 201105100018; FORMERLY LOT I OF OF ROOFS OVERHANGING MORE / \ \ © STUART SILK ARCHITECTS CONTACT:AARON MOLLICK ANACORTES SHORT PLAT NO. THAN 3' / eamrm@siuertsIlk.com ANAC•89-001, AS APPROVED MAY 2, 1989,AND RECORDED MAY 9, 1989, IN NO CHANGE TO LOT COVERAGE INTERIOR DESIGNER VOLUME 8 OF SHORT PLATS, PAGE IS PROPOSED STUART SILK ARCHITECTS 126, UNDER AUDITORS FILE NO. / 240D NORTH 45TH STREET. SUITE 200 8905090034, RECORDS OF SKAGIT MAXIMUM BUILDING HEIGHT SEATTLE,WA 98103 COUNTY,WASHINGTON; BEING A 3 STORIES, BUT NO MORE THAN 36' (206)728.9500 PHONE PORTION OF GOVERNMENT LOT 1, / (206)448-1337FAX SECTION 22,TOWNSHIP 35 NORTH, NO CHANGE TO BUILDING HEIGHT CONTACT: DANIELLE KRIEG RANGE 1 EAST, W.M. IS PROPOSED darlellek@stuadsllk,com 'A TOGETHER WITH THAT PORTION OF MINIMUM SETBACKS N o / \ 3257 REGISTERED GENERAL CONTRACTOR LOT 2 OF SAID SHORT PLAT FRONT YARD: 20' v A b' ARCHITECT KREIDER CONSTRUCTION BEGINNING IN THE SOUTHEAST SIDE YARDS: 6' ONE SIDE, 16' TOTAL crYA 1010. 22ND STREET CORNER OF LOT 2; THENCE SOUTH REAR YARD: 20' ' O v r ANACORTES,WA 98221 68-01.27 WEST ALONG THE SOUTH (360)707-5588 PHONE BOUNDARY OF LOT 2, 35.60 FEET; NO CHANGE TO BUILDING (360)707-5589 FAX THENCE NORTH 21.58-33 WEST, 66,11 FOOTPRINT IS PROPOSED / 1 IIIsTU YLOR sl CONTACT: GREG KREIDER FEET;THENCE NORTH 58-18-38 WEST, STATE OF WASHINGTON greg@krelderconstrudlon.com 25.52 FEET; THENCE NORTH 13-59-13 PARKING WEST, 17.62 FEET; THENCE SOUTH REQUIRED: AT LEAST(2)OFF-STREET / EXISTING A1A-C TIM K.GARRI ON, R E. BOUNDARY STOF LOT 2 OT T E POINT SPACES / LANDSCAPi� /}'�0 \ ®� ^Tlli K.OARRISON, P E. BOUNDARY OF LOT 2 TO THE POINT TO REMAN 1 �/// J 2316 ANTONE WAY OF BEGINNING. PROVIDED: EXISTING (4) BAY GARAGE ANACORTES,WA 98221 TO REMAIN lil (360)708.1865 PHONE LOT AREA / or- - r ,� :el Wog@8mkgar4son.com !64,900 S.F. (1.49 ACRES) / A p 0 ( Iili II ---- •3. -Ez, gio c o • 27eAt o 4002 OAKES AVE. SIDE 7' S" YARD YARD TSi SET. PROJECT DATA ENERGY DATA o - BACK Aretenteef2- BUILDING CODE REQUIREMENTS ENERGY CODE REQUIREMENTS WSEC PRESCRIPTIVE COMPLIANCE REQUIREMENTS BA YL DESIGN ADM ALL WORK SHALL COMPLY WITH THE ALL WORK SHALL COMPLY WITH THE 1 DRAWN ADM, ESH 2016 INTERNATIONAL RESIDENTIAL RESIDENTIAL PROVISIONS OF THE COMPLETE AND POST AN 'INSULATION PER R403.2.3, BUILDING FRAMING \ / may/ �/ !-N/-•'�/-`• CODE(IRC) WITH WASHINGTON STATE 2015 WASHINGTON STATE ENERGY CERTIFICATE FOR RESIDENTIAL CAVITIES SHALL NOT BE USED AS EXISTING DECK ` I CHECKED AMENDMENTS. CODE (WSEC), CONSTRUCTION'WITHIN 3' OF THE DUCTS OR PLENUMS SHADING INDICATES TO REMAIN ELECTRICAL PANEL PRIOR TO FINAL AREA OF EXISTING DATE 12.28 2017 SCOPE OF WORK CLIMATE ZONE INSPECTION PER R401 INSULATE MECHANICAL PIPING PER COVERED DECK TO BEISTTNG INTERIOR RENOVATIONS TO AN SKAGIT COUNTY 4C R403.3, R-6 MIN. ENCLOSED(89 S.F,), NO 6/1 EXISTING SINGLE•FAMILY RESIDENCE. PROVIDE MIN. BUILDING THERMAL FJ( CHANGE TO ROOFED FENESTRATION & INSULATION ENVELOPE OR BETTER PER R402 CIRCULATING HOT WATER SYSTEMS LANDSCAPINGAREA IS PROPOSED ADDITIONALLY, 222 S.F. OF VERTICAL FENESTRATION U = 0.30 SHALL BE PROVIDED WITH AN TO REMAIN, \UNCONDITIONED SPACE UNDER AN SKYLIGHT FENESTRATION U = 0.60 PROVIDE INSULATION SPECIFIED PER AUTOMATIC OR ACCESSIBLE MANUAL / 1 ZISTINGEXISTING BECK TO BE ENCLOSED. NO CEILINGS R-09 R402.2 SHUT OFF SWITCH PER R403.4.5 SINGLE•FAAiILY48'CHANGE TO THE BUILDING VAULTED CEILINGS R-38 RESIDENCE Pff:AL TO( pFOOTPRINT IS PROPOSED. MASS WALLS R•21 / R•21 PROVIDE CONTINUOUS AIR BARRIER INSULATE HOT WATER PIPING PER EXIS4111P1- ECK A --Thar —��'� WOOD•FRAMEDWALLS R-21INT, AND THERMAL BARRIER PER TABLE R403.4.2, R-4MIN. \ DEC ADDITIONALLY, 99 S,F,OF \ BELOW GRADE WALLS R•21 TNT.*TB R402.4,1A REMAIN CUNCONDITIONED SPACE UNDER AN FLOORS R30 INTERIOR VENTILATION REVISIONS 03-15-2018 A EXISTING ROOF 708E ENCLOSED, J SLABS R-10 CONSTRUCT BUILDING ENVELOPE TO HATCHING INDICATES AREA NO CHANGE TO ROOFED AREA IS LIMIT AIR LEAKAGE PER R402,4 PROVIDE INTERMITTENT WHOLE- \ OF EXISTING COVERED PROPOSED, HOUSE VENTILATION PER R403.5 AND ENERGY CREDITS TERRACE TO BE ENCLOSED PER WSEC TABLE 406.2 PROVIDE TESTING OF BUILDING IRC M1507,3 (222 S.F.). NO CHANGE TO AREA SUMMARY ENVELOPE PER R402.4,1.2 \ OPTION DESCRIPTION CREDIT Lips - THE BUILDING FOOTPRINT IS CONDITIONED SPACE SYSTEM FAN EFFICIENCY PER TABLE ABOVE GRADE 4D33 S.F. 5b EFFICIENT WATER 1.0 FENESTRATION AIR LEAKAGE R403 6.1 .i PROPOSED (EJ FINISHED BASEMENT 2014 S.F� HEATING TESTING FOR WINDOWS, SKYLIGHTS, ,��` NI FINISHED BASEMENT 222 S.F. AND SLIDING GLASS DOORS TO PROVIDE EQUIPMENT HEATING AND �OTAL 6269 S,F� COMPLY WITH R402.4.3 COOLING SIZING PER R403,8 t...61 EGK // UNCO,VDt110NNE PACE/�� RECESSED LIGHTING IN THE BUILDING ELECTRICAL POWER AND LIGHTING \ �O\E\ EXISTING [El UNFINISHED BASEMENT 0 S.F. TOTAL 1,0 THERMAL ENVELOPE SHALL COMPLY SYSTEMS TO COMPLY WITH R404 PAVED GARAGE 2044 S.F. WITH R402.4.4 TERRACE TO EXISTING REQUIRED CREDITS REMAIN GARAGETO TOTAL 2044 S.F. (ADDITION <500 S.F. FLOOR AREA) SIMULATED PERFORMANCE FENESTRATION TRADE OFFS PER ALTERNATIVE PER R405 NOT REMA J Stuart S ilk SECTION R402.1A OR R405 NOT APPLICABLE \ \ WATER HEATER APPLICABLE PROVIDE GAS, PROPANE, OR OIL �+ WATER HEATER WITH A MINIMUM EF PROVIDE MANDATORY CONTROLS OF �ISTING C Ate CtS OF 0.74 CONDITIONING SYSTEMS PER R403 \ AUTO COURT 2400 North 45th Street \ TO REMAIN Seattle, Washington 98103 MECHANICAL SYSTEM INSULATE MECHANICAL DUCTS f EXISTING MECHANICAL EQUIPMENT OUTSIDE OF THE THERMAL ENVELOPEilt / 206 728 9500 phone TO REMAIN. PER R403,2.1, R-8 MIN, 31g EXISTING 206 448 1337 fax SEAL AND TEST MECHANICAL DUCTS, V, LANDSCAPING AIR HANDLERS, AND FILTER BOXES 00F 'CI1CraI0fLTCC@SLUaftS1))C.COiII R! TO REMAIN 7 PER R403.2.2 ! �/ Pir JOINTS AND SEAMS TO COMPLY WITH ! ADOPTED AMC OR IRC 1 / FELDSINE \ L r REMODEL 4002 CAKES AVE ANACORTES, WA 98221 0 is SIDE b. • SITE YARD '�cK ��� / r� EXISTING • ,, f DRIVEWAY TO LISTING REMAIN \ LANDSCAPING / J TO REMAIN 7 \ - • ls\ / Oti V 0 / 0aA---- 20\ Nip. PERMIT SET Pr�E SITE PLAN & PROJECT INFORMATION - - V\ ANAGOPPER / ►. MINE TRUE PLAN ROAD O VICINITY PLAN / / © SITE PLAN NORTH NORTH A-1 ,0 NOT TO SCALE SCALE : 1"= 20' GENERAL NOTES VENTILATION NOTES ABBREVIATION LIST All drawings, spedfirafions, plans, Ideas, 1 arrangements, and designs represented or SHOP DRAWINGS referred lo th e he property of and owned by 1.ALL WORK TO COMPLY WITH 2015 WASHINGTON RESIDENTIAL CODE (WRC)WI JURISDICTIONAL AMENDMENTS. 1.VENTILATION AND EXHAUST SYSTEMS TO COMPLY WITH THE REQUIREMENTS OF CHAPTER 15 OF THE 2015 AB ANCHOR BOLT JST JOIST WASHINGTON RESIDENTIAL CODE. ABV ABOVE JT JOINT Stuart Silk aArchitects whether the project for which 1.SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY. they are made Is executod or not. They wore 2 ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER AC AIR CONDITIONING ALL DRAWINGS, NOTES AND SPECIFICATIONS. 2. SOURCE SPECIFIC FANS SHALL BE LOCATED IN AU. KITCHENS, BATHROOMS, WATER CLOSETS, AND LAUNDRY ACT ACOUSTICAL TILE KD KILN DRIED seated, evolved, developed and produced for the FACILITIES IN COMPLIANCE WITH SECTION M1507.4 OF THE WRC VENTILATION CAPACITY SHALL BE AT LEAST 50 2, THE CONTRACTOR IS TO REVIEW AND APPROVE AU. SHOP DRAWINGS PRIOR TO SUBMITTING TO ARCHITECT OR ADDT ADDITIONAL sole use on end In connection with this project and STRUCTURAL ENGINEER, none of the above maybe disclosed or Non to or 3 DO NOT SCALE DRAWINGS; USE PRINTED DIMENSIONS ONLY. NOTIFY ARCHITECT OF ANY OMISSIONS OR C.F.M. FOR BATHROOMS. WATER CLOSETS,AND LAUNDRY ROOMS (Intermittent use)AND 100 C.F.M. FOR KITCHENS ADJ ADJUSTABLE LAM LAMINATED 9 DISCREPANCIES BEFORE PROCEEDING WITH WORK IN QUESTION. (Intermittent use). RANGE HOODS SHALL BE EXHAUSTED IN ACCORDANCE WITH SECTION M1603. AFF ABOVE FINISH FLOOR LB POUNDS used by any person, firm, or corporation for any 3.SEE STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND AGG AGGREGATE LF LINEAL FOOT use or purpose whatsoever Including any other 4, CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN CONTRACT DOCUMENTS 3. CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH 2015 WRC, SECTION M1502. DUCT LENGTH CLARIFICATIONS REGARDING SHOP DRAWINGS. ALT ALTERNATE LH LEFT HAND proJecl, except upon written permission of Stuart OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. SHALL NOT EXCEED 35 FEET. PLUS THE LENGTH OF THE TRANSITION DUCT, LESS THE EQUIVALENT LENGTH OF ALUM ALUMINUM LL LIVE LOAD Silk Architects. FITTINGS PER TABLE MI602,4.4.1 OF THE WRC. APPR APPROXIMATE LT LIGHT COPYRIGHT2018 5. CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT SAFETY AND SECURITY ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING © STUART SILK ARCHITECTS DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK 4. INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM SHALL COMPLY WITH SECTION M5607.3 OF THE 2015 WRC. ASPH ASPHALT MAIL MATERIAL INTERMITTENT VENTILATION SHALL OCCUR AT LEAST 26% OF EACH 4-HOUR SEGMENT. VENTILATION RATE SHALL 1, DEADBOLTS WITH A MINIMUM THROW OF 1/2'AND A VIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS, D BOARD MAX MAXIMUM 6, CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES AND EXISTING CONDITIONS BEFORE PROCEEDING WITH BE NOT LESS THAN AS SPECIFIED BY TABLE M1607,3,3(1), MULTIPLIED BY THE RATE FACTOR INDICATED ON TABLE EL BELOW MB MACHINE BOLT WORK. M1507,3,3(2), FAN SHALL HAVE A SONE RATING OF 1,0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE, 2, DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS. LbG BUILDING MC MEDICINE CABINET OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. Lk BLOCKING MECH MECHANICAL 7. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS OF THE WORK 3.ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT, M BEAM MEMB MEMBRANE PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK, 6, EXHAUST DUCT WORK SHALL CONFORM TO CHAPTER 16 OF THE 2016 WRC, EXHAUST DUCTING TERMINATIONS 0 BY OTHERS MFR MANUFACTURER SHALL BE OUTSIDE THE BUILDING, SHALL BE LOCATED IN COMPLIANCE WITH SECTION MI606.2 OF THE WRC, AND 4, WINDOWS WITHIN 101•0'OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING DEVICES, OF BOTTOM OF FOOTING MIN MINIMUM B.CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. OT BOTTOM MIR MIRROR ASSUMPTIONS. 5, STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS: OW BOTTOM OF WALL MISC MISCELLANEOUS 6, SUPPLY DUCTS WITHIN CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4, OCCUPANCIES LESS THAN 10 RG BEARING MTL METAL 9, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK, EXCEPT FOR 3257 BSMT BASEMENT THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF THE ARCHITECT. 7. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH 300 SQUARE FEET OF STAIR WIDTH 36" (Minimum) 1 REGISTERED 1 BTWN BETWEEN CRAWLSPACE AREA, PLACE OPENINGS AS NEAR AS TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS TREAD WIDTH 1 D'(Minimum), 6" Mlrlmum for Wirdere N NORTH ARCHITECT 10. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF COMPLETION UNLESS VENTILATION. RISER HEIGHT 7 3/4" (Maximum) BUR BUILT UP ROOFING NA NOT APPLICABLE NOTED OTHERWISE IN CONTRACT. HEADROOM 80" (Minimum) MC NOT IN CONTRACT 8,ALL CRAWLSPACE VENTS SHALL BE PROVIDED WITH 114- NON-CORROSIVE WIRE MESH. HANDRAIL HEIGHT 34" to 38' above nosing CAB CABINET NO NUMBER 11. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN IN FULL. HANDRAIL GRASP l-1/4"(Min)to 2'(Max) CAP CAPACITY NOM NOMINAL Sill eilt SIU( REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATED AS TYPICAL 9. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EVERY 150 SQUARE FEET OF CAN CABLE TELEVISION NTS NOT TO SCALE STATE OF WASHINGTON ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH MINIMUM AIR SPACE ABOVE INSULATION FOR CROSS VENTILATION. 6.HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4' DIAMETER SPHERE CB CATCH BASIN 12. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF INTERIOR COLUMNS UNLESS THROUGH ANY OPENING. CIP CAST IN PLACE 0/ OVER NOTED OTHERWISE. 10.ALL ATTIC VENTS SHALL BE PROVIDED WITH 114" NONCORROSIVE WIRE MESH OR APPROVED SOFFIT VENTS, GI CONTROL JOINT OBSC OBSCURE CL CENTER LINE OC ON CENTER 7.GUARDRAILS SHALL BE A MINIMUM OF 36"ABOVE FINISH FLOOR. 1 13,THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL AND PLUMBING MOISTURE PROTECTION CLG CEILING OD OUTSIDE DIAMETER CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING 8.GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4'DIAMETER SPHERE CLKG CAULKING, OD OVERFLOW DRAIN WITH WORK, 1, PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND CLR CLEAR OH OVERHEAD FRAMING. THROUGHANYOPENING. CMU CONCRETE MASONRY UNIT OPNG OPENING 14, THIS PROJECT TO BE DESIGN-BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL AND PLUMBING, CNTR CENTER OPP OPPOSITE 2. PROVIDE A MINIMUM OF 12' CLEAR BETWEEN WOOD GIRDERS AND EARTH. GLAZING NOTES CO CLEAN OUT PBD PARTICLE BOARD COL COLUMN PERF PERFORATED 3, PROVIDE A MINIMUM OF 18' CLEAR BETWEEN WOOD JOISTS AND EARTH, 1,ALL GLAZING TO BE (2)PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE. CONC CONCRETE PERP PERPENDICULAR CONST CONSTRUCTION PH PAPER HOLDER 4, PROVIDE A MINIMUM OF 8" CLEAR BETWEEN WOOD POSTS AND EARTH. 2, SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS, CONT CONTINUOUS PL PLATE CONTR CONTRACTOR PL PROPERTY LINE JOB SITE SAFETY 5, PROVIDE A MINIMUM OF 1" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS, 3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS. CPT CARPET PLAM PLASTIC LAMINATE 1 THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR 6. CAULK ALL OPENINGS THOROUGHLY. 4, REFER TO WINDOW SCHEDULE FOR ADDITIONAL REQUIREMENTS. C CONTINUOUS RIDGE VENT P PLYWOOD CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS. CSMT CASEMENT PO CONTINUOUS PA CT CERAMIC TILE PR PAIR 7, FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY BATHROOM NOTES CY CUBIC YARD PSF POUNDS PER SQUARE FOOT DESIGN ADM 2. PERIODIC SITE VISITS PERFORMED BY THE ARCHITECT SHALL NOT BE CONSTRUED AS STANDARDS. d PENNY PSI POUNDS PER SQUARE INCH SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS. 1.WALL COVERINGS IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO 72'(Minimum)ABOVE DRAIN INLET, 0 DEEP PT PRESSURE TREATED DRAWN ADM, ESH 0. METAL COPING AT PARAPET TO BE A MINIMUM OF 22 GAUGE GALVANIZED STEEL, 0 DRYER PTD PAINTED 3. THE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF 2. TOILET TO HAVE CLEAR SPACE OF 30"WIDE (Minimum)AND 24" CLEAR(Minimum) IN FRONT OF STOOL, DBL DOUBLE CHECKED WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR DIA DIAMETER QT QUARRY TILE SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK,TRAVEL OR OCCUPANCY BY ANY PERSON. FIRE PROTECTION DLAG DIAGONAL OWQUANTITY DATE 12-28-2017 DIM DIMENSION R RADIUS DN DOWN 1. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN THE FOLLOWING: DR DOOR R RISER DS DOWNSPOUT (EXTERIOR) R ROOF GRAIN NOT LESS THAN(1) LAYER OF 6!8'TYPE'X' GYPSUM WALLBOARD APPLIED TO ALL GARAGE WALLS. NOT LESS DTL DETAIL REF REFRIGERATOR THAN (2) LAYERS OF 5/8"TYPE'X' GYPSUM WALLBOARD AT CEILINGS, DW DISHWASHER REINF REINFORCING SITE WORK REQD REQUIRED DWG DRAWING • 1-318'MINIMUM THICK, SOLID CORE,OR HONEYCOMB CORE STEEL DOOR, OR A 20-MIN. FIRE-RATED DOOR DWR DRAWER RH RIGHT HAND 1 ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT RUN OFF OF MATERIAL RJ ROOF JACK/VENT - TO ADJACENT PROPERTIES. •DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 28 GAUGE,AND HAVE NO RM ROOM OPENINGS INTO THE GROUP'U'OCCUPANCY, DRAWING LEGEND RO ROUGH OPENING 2. FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS, E EAST RV RIDGE VENT REVISIONS 03 1f 2016 A 2, FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL MEMBERS SUPPORTING THE EA EACH S SOUTH 3. DOWNSPOUT DRAIN TO BE 4" DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE. FIRE SEPARATION. SYMBOL DESCRIPTION REMARKS EJ EXPANSION JOINT SB SETBACK EL ELEVATION SB SAND BLAST 4. FOOTING DRAIN TO BE 4' DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE 3, ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE(1) LAYER OF 618'TYPE 'X' GYPSUM WALLBOARD © WINDOW SYMBOL Soo Window Schedule ELEC ELECTRIC SC SOLID CORE ON ENCLOSED SIDE, ELEV ELEVATION SCHED SCHEDULE 5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEPTIC AND/OR STORM WATER DETENTION DOOR SYMBOL See Door Schedule ENCL ENCLOSURE SF SQUARE FOOT SYSTEMS. 4, SMOKE ALARMS SHALL MEET 2015 WASHINGTON FIRE CODE 007,2.11,2, SMOKE ALARMS SHALL BE HARDWIRED, O ENG ENGINEER SHMTL SHEET METAL PROVIDED A BATTERY BACKUP.AND INTERCONNECTED WITHIN EACH DWELLING UNIT. IN ORDER TO REDUCE THE EO EQUAL SHTHG SHEATHING CHANCES OF NUISANCE ACTIVATIONS,SMOKE ALARMS SHOULD NOT BE LOCATED NEAR KITCHEN APPLIANCES. 202 SPACE NUMBER See Finish Schedule EQUIP EQUIPMENT SIM SIMILAR EW EACH WAY SPECS SPECIFICATIONS EARTH WORK 5.SMOKE DETECTORS SHALL BE AUDIBLE IN ALL SLEEPIN3 ROOMS, AND OUTSIDE EACH SLEEPING AREA EXIST EXISTING SQ SQUARE GRID LINE 1, EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A MINIMUM OF 18' IN THE IMMEDIATE VICINITY OF THE BEDROOMS. TEXT EXTERIOR SS STAINLESS BELOW LOWEST ADJACENT FINISH GRADE. 6.A MINIMUM OF (1)SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE, FB FIAT BAR SS STL STAINLESS STEEL ED FLOOR DRAIN STD STANDARD 7, FIRESTOPPING 2.COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5% PASSING A 200 SIEVE, PLACEMATCH LINE AND DRAFTSTOPPING SHALL CONSIST OF 2'NOMINAL LUMBER, ® FF FINISH FLOOR STL STEEL Stuart Silk IN 8' LOOSE LIFTS AND COMPACT TO 95% MODIFIED AASHO DENSITY AT OPTIMUM MOISTURE CONTENT. FIN FINISH STOR STORAGE 40'-8- VERTICAL FLASH FLASHING STRUC STRUCTURAL 3. BACKFILL BEHIND AU. RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE 8. FIRESTOPPING AND ORAFTSTOPPING IS REQUIRED IN THE FOLLOWING PLACES: T.O. Slab DATUM POINT FLR FLOOR SV SOFFIT VENT Architects DRAINAGE AS NOTED IN THE SOILS REPORT. -CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT FLUOR FLUORESCENT SYM SYMBOL ��r END FOUNDATION T TREAD ENERGY NOTES INTERVALS ALONG THE LENGTH OF THE WALL. Stone Wood SURFACE MATERIAL CHANGE FOG FACE OF CONCRETE 2400 North 45th Street TEL TELEPHONE FOF FACE OF FINISH TEMP TEMPERED Seattle, Washington 98103 1.ALL WORK TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE (WSEC). • INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES FOS FACE OF STUD TEMP TEMPERATURE 206 728 9500 phone (I.e. Soffits) FRMG FRAMING DWG T&GHK TONGUE AND GROOVE2062. HEATING UNIT(S)TO MAINTAIN 70 DEGREES FAHRENHEIT AT 36'ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS DETAIL REFERENCE FT FOOT/FEET THK THICK gen 448 1337 st 24 DEGREES FAHRENHEIT, OR CURRENT REQUIREMENTS. CONCEALED SPACES BETWEEN STAIR SWINGERS AT TOP AND BOTTOM OF THE RUN. ® FIG FOOTING TO TOP OF gener;tloffice@MUBr{Silk,Cum 3. PROVIDE NIGHT SETBACK THERMOSTAT. 9, ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC. GA GAUGE TOP TOP OF PLATE DWG SECTION CUT GAL GALLON TOS TOP OF SLAB 10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: GALV GALVANIZED TOW TOP OF WALL 4. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND FLASHING WHERE ® REFERENCE GFI GROUND FAULT INTERRUPTER TV TELEVISION INFILTRATION MAY BE POSSIBLE. GL GLASS TYP TYPICAL F E L D S I N E CLEAR OPEN WIDTH 20'(Minimum) -- - - - GLB GLU4AMINATEDBEAM 5. SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE CLEAR OPEN HEIGHT 24"(Minimum) GR GRADE UBC UNIFORM BUILDING CODE REMODEL CLEAR OPEN OPEN AREA5.7 s.f. (Minimum) INTERIOR GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE 6, SHOWER FLOW CONTROL LIMITED TO 2.5 GALLONS PER MINUTE. OR CURRENT REQUIREMENTS. SILL HEIGHT 44' (Maximum) 4 0 2 ELEVATION See Interior Elevations GYP GYPSUM REFERENCE 4002 OAKES AVE H HEIGHT VCT VINYL COMPOSITION TILE 7.ALL CRAWLSPACES TO HAVE A MINIMUM OF 6 MIL BLACK V1SQUEEN GROUND COVER EXTENDED OVER THE TOP 11. PREFABRICATED FIREPLACES SHALL BEAR Lit OR I,C.B4O. SEAL OF APPROVAL AND SHALL BE INSTALLED PER 3 HB HOSE BIBB VER VERIFY ANACORTES, WA 98221 OF THE FOOTINGS, LAP ALL JOINTS 12' MINIMUM, MANUFACTURER INSTRUCTIONS. HC HOLLOW CORE VERT VERTICAL 0. FIREPLACE(S)SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITH A MINIMUM OF 6 SQUARE HD HEAVY DUTY VG VERTICAL GRAIN INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY, 12.APPLIANCE GENERATING A GLOW, A SPARK, OR FLAME MAY BE INSTALLED IN THE GARAGE PROVIDED THE HDR HEADER HEATING ELEMENTS AND SWITCHES ARE 18'ABOVE THE FLOOR, HDWD HARDWOOD W WEST 9, METAL DUCTS OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED TO R-8 MINIMUM PER 2015 - MATERIAL SYMBOL LEGEND HDWR HARDWARE W WATT WASHINGTON ENERGY CODE', SECTION R403.2.1. PROVIDE WEATHER BARRIER IF LOCATED ON THE EXTERIOR OF 13. GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL (CONCRETE). HGR HANGER W WIDTH HORZ HORIZONTAL WND WINDOW THE BUILDING 14,CARBON MONOXIDE ALARMS SHALL MEET 2015 WASHINGTON FIRE CODE 908.7. USE OF COMBINATION SMOKE SYMBOL DESCRIPTION SYMBOL DESCRIPTION HR HOUR Oil WITH 10. HOT WATER PIPES SHALL BE WRAPPED WITH INSULATION R-0 MINIMUM)PER 2015 WASHINGTON ENERGY ALARM/CARBON MONOXIDE ALARM DEVICES IS ACCEPTABLE. ��,.-.,� , , HT HEIGHT WAD WITHOUT ( -rs l�U�llr ROUGH WOOD WD WOOD L i. T.. EARTH/ COMPACT FILL HINT HOT WATER TANK CODE, SECTION R403.4.2. 15 NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS,TORCH CUTTING OR WELDING OPERATIONS, �n�iialrJl.�, FRAMING WP WATERPROOF OPEN FLAME WORK, GRINDING THAT PRODUCES SPARKS, ROOFING OPERATIONS, OR USE OF FLAMMABLE GAS ID INSIDE DIAMETER WR WATER RESISTANT 11,WATER HEATER(S) TO MEET 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT 40. • o : "i IDS INTERIOR DOWNSPOUT FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST O o GRAVEL I POROUS FILL WOOD BLOCKINGWS WOOD SCREW t2. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: HAVING OBTAINED A SPECIFIC PERMIT FROM THE SEATTLE FIRE DEPARTMENT FOR THESE HAZARDOUS °:� • ^ • '.g IN INCH WT WEIGHT CEILING R-30 ADV OR R 49 (1' clear vent space) ACTIVITIES.THIS INCLUDES DEMOLITION WORK PLEASE CALL 208-388.5450 FOR FIRE DEPARTMENT PERMIT -� INSUL INSULATION WWII WELDED WIRE MESH CATHEDRAL CEILING R•38 (t'dear vent space) INFORMATION AND APPLICATION. • ' �; v CONCRETE ' � ' ` PLYWOOD INT INTERIOR YD YARD PERMIT SET •ABOVE GRADE WALL R-21 16. IF THERE IS AN EXISTING UNUSED UNDERGROUND HEATING OIL TANK AT THE SITE, IT SHALL BE BELOW GRADE WALL R-2110 (Interior) DECOMM57 AND SEATTLE FIRE DEPARTMENT AND ADMINISTRATIVE VED FROM THE SITE IN ACCORDANCE WITH THE 2102 RULE 34.02.04 S SUCH WORK SHALL ONLYTTLE IRE CODE BE CONDUCTED BY ///A VENEER BRICK 1 STONE //�/� FINISH WOOD BELOW GRADE WALL R-10 (Exterior) FLOOR R-30 A CERTIFIED UNDERGROUND STORAGE TANK DECOMMISSIONER,AND REQUIRES A 2102 SEATTLE ARE pp A�SLAB ON GRADE R-10 (First24") DEPARTMENT PERMIT. CALL 206-386-1026 FOR PERMIT INFORMATION. GENERAL NOTES WND& DOOR HEADERS R-10 GYPSUM WALL BOARD)PLASTER Ss BATT INSULATION 17. EGRESS, SEPARATION, FIRE PROTECTION SYSTEMS, AND EMERGENCY ACCESS SHALL MEET THE 13.VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE INSULATION. REQUIREMENTS OF 2015 SEATTLE FIRE CODE CHAPTER 33 DURING CONSTRUCTION. CONTRACTOR MATERIALS jjj� ORSTEEL OTHER METALS AND ACTIVITIES SHALL NOT BLOCK ACCESS TO OR EGRESS FROM ANY BUILDING WHILE THE BUILDING IS RIGID INSULATION 14. BLOWER DOOR TESTING: AIR LEAKAGE SHALL NOT EXCEED 6 AIR CHANGES/HOUR,AND SHALL BE TESTED PER OCCUPIED. CONTRACTOR MATERIALS AND ACTNITIES SHALL NOT BLOCK ACCESS, OR IMPAIR FIRE SEPARATION IN 1 THE ADJACENT AREAS.THIS INCLUDES DEMOLITION WORK AND ALSO APPLIES TO NEIGHBORING AREAS, SPACES. THE 2015 YJSEC, SECTION R402.4.1.2. PROVIDE A WRITTEN REPORT OF THE TEST RESULTS, SIGNED BY THE E TESTING PARTY, TO THE BUILDING INSPECTOR, PRIOR TO APPROVED FINAL INSPECTION. AND BUILDINGS. NATURAL STONE - 15.75%MIN. OF LUMINAIRES TO BE HIGH EFFICACY LUMINARIES PER WSEC, A-1 .1 0 0 0 0 0 0 O All drawings, specifications, plans, Ideas, arrange or i Stuart Silk Architectsents, and whether rhethesigns rthe project for which 91'•5114' referred to are the property of and armed by 26'-0' 17-0' 6'-0' 13'-4 314' 15'-71/4' IB'-51/4" they are made Is executed or not They were 18'-0' 10'-0' 8'-0° 3'-0" 11'•0' 2'-0 3/4' t' 3/4' created, evolved, developed and produced for the f i i i i si sole use on end In connection with this project and I I I I A-3.0 I none of the above may be disclosed or given to or L LINE OF (EJ DECK ABOVE used by any person, Ikm, or corporation for eny lII'TI'- 1 use or purpose whatsoever Including any other I f I I ` / project, except upon written permission of Stood � L � /(/ Silk Architects. / � 6d —I- I I iN 11 II -ki— • (_� I I COPYRIGHT 2018 (NJ EGRESS DOORS. ARROWS C STUART SILK ARCHITECTS AND IDENTIFICATION SYMBOLS 2 ' A•3.0 INDICATE ACTIVE LEAVES / / I I I I I I (E) POSTS AND BEAMS TO REMAIN,TNT. -I% / 0 -Thr4)-- Oy,J A / t 3257 / / (EJ EGRESS TO REMAIN REGISTERED / I I I r i 0 ARCHITECT Ad,O Qo / I WITH EXTERIORWALL WALL IN PLANE �4 w / [E) BEDROOM #1 WITH (EJ ABOVEIN / - E1ii%JR Ell 009 jEJ EGRESS TO (Nj WINDOWS WI INTERIOR .� STATE OF WASHINGTON REMAIN HEAD TRIM TIGHT TO FIN. CLO. N / / I I [N] HARDWOOD I 7-0112" VENT TO EXTERIOR / J 0 — / — — — — —r I �I — — — — — — — — — [N] EXERCISE O ( 0 [Ej GAME ROOM /J [E] BEDROOM #2 (NJ nxruns a VENT TO �4 ID)��,, 010 ` ‘35A 008 FITTINGS, TYP, g EXTERIOR z (NJ HARDWOOD �4 (NJ HARDWOOD (NJ HARDWOOD JJ ,rn�, a I[vSHELF LHEIGHTBK (N) LOW /� ITHg / ._ ._ stcctI VE (EJ L I I I BOOK SHELF [E] CLOS. # (N] CLOS. # I I // — � ' 00G �" I] PARTITION WALL / I 008 007 I! III I PARTIITION LE) WALLS /// (NJ TILE ` tL .., \1I EVALUATE (EJSTEM rn I 7 (EJ CEILING (NI HDWD, I o� '1 WALL AND DISCUSS BFAMS TO (NJ HDWD. I !NEILL [El POTENTIAL REMOVAL, OPENING e \ FOR ADDITIONAL REhWN _=JJ WD. TILE \\ DESIGN ADM I I —� O 1 I 1 `� �� GLAZING, WI ARCH., a DRAWN ADM, ESH [N] PARTITION n OWNER 8 STRUCT.WALLVJRH I PROVIDEj'� [nLNEN eI CHECKED CASED OPENING t~ I /^- II (E] LOWER HALL I I I ADJUSTABLE \ \ 000b ,.ow pp I r — — dg— — V HUWu fHOWC. I -ers— (NJ FRAMING BOVE (EJ 6' HIGH DATE 12-28-2017 g lNJ HARDWOOD o I I — I WALL r i REIrOVE (EJ 4'-212' I J3'�x_ . - - — — II J LCI PARTITIONrlco ry ' IVALLS 10 III I I I I -- — 9I = 1 1 L7corsn�l 1' 0 L — — — — — — [— — — — — — D — -cd - 1 (NJ BUILT-IN BAR �� [E BATH fi 1` J USING [EJ PLUMBING [E] MECH. ., 6'-ID' ROUGH-IN I I _ I i 014 002 tEl STORAGE. REVISIONS 03 15.2018 A/V EQUIP,TO BE — jEJ STAIRS [NJ TILE 0 NO WORK I 003 I LOCATED IN LOWER W1[NI HMO. _ In [NJ RESILIENT FI.00RING L — — — CABINET I TREADS tEIF J 1 D — — I — — — — — — — — — — D kr I I _ I I I 4 [E MEDIA [El WINE oil 013 Stuart Silk [NJ HARDWOOD ( LNJHoWo. © - - C-, - - - - - - - - - - - - - - - - © Architects 2400 North 45th Street I . / I I I I I Seattle, Washington 98103 �� 206 728 9500 phone 206 448 1337 fax \ - - - - - - - - - - © generaloffice@stuartsilk.com stuBrtsilk.cotn CIO F I I I I I I FELDSINE REMODEL [El SHOP I I I I FLOOR PLAN LEGEND SEE AL1 FOR 4FnEF1LlK$kU 4002 OAKES ANACORTES,4VE WA 98221 012 (EJ SLAB ON GRADE ABOVE / SYMBOL DESCRIPTION REMARKS NO WORK // SEE SHEET A-1.1 GENERAL NOTES mum> EXHAUST FANc _ _ VENTILATION SECTION Qxn SMOKE ALARM SEE SHEET A-1 1 GENERAL NOTES FIRE PROTECTION SECTION I I I NEW WALL L _ _ 1I\ (LINE OF STUDS) 2x sTUDS 16" o,c. NEW FOUNDATIONPER STRUCTURAL WALL I- - —1 NEWSOUNDWALLI I I IROCK WOOL SOUND BATTS EXISTING - - - - - - - _ - - _ - - TO REMAIN PERMIT SET C _ EXISTING TO REMOVE I I I I I * NOTE LOWER FLOOR PLAN DIMENSIONS BASED AS-BUILT DRAWINGS.CONTRACTOR TO VERIFY IN•FIELD CONDITIONS PRIOR TO COMMENCING WORK. 0 CO © 0 4 o Q � LOWER FLOOR PLAN O SCALE 1/4"= 1 -0• PLAN A-2.0 NORTH 1 0 0 0 A•3.0 All drawings, spoclfcatlons, plans, Ideas, arrangements, end designs represented or O © O O O O 1 0 Stuart to am the t propertytof and ownd by Stuart Silk Architects whether the project for which they are made Is executed or not. They were 91'•5114' created, evolved, developed and produced for the sole use on and in connection with this project and (EJ DECK TO J 26'-0' 12'-0' 8'-0" 13'•4 3/4' 16'-7114• 18'-5114' i REMAIN /'/ none of the above may be disclosed or given to or 71 " 12'•8 3M' 8'-4 114' 3'-5112' 2'-0` 7'•0' 31-0' used by any person, firm, or corporaVon for any (El EGRESS DOORS I I I I I 10'-7114" ." use or purpose whatsoever Including any other [ project, except upon written pemdsslon of Stuart TO REMAIN Slk Architects, O 1.11111111111.10000.......e.......mssmi / © STTUARTSILKARCHITECTS T 2018 INJ AUTOMATED /f SHADES CONCEALED I EXISTING DECK TO IN [NJ WOOD I I I I REMAIN - 7 I I L MILLWORK, STAINED EXISTING RAILING NJ (E OFFICE TO REMAIN [E) DECK WINDOW 200 _ i IN) HARDWOOD a N f� lr ✓f 107 E0. �� ' ���� ~ �s� � o s PI (NJ FIREPLACE I NO WORK I Aak A 4.0 [NJ WINDO MS IN SURROUND N I I I [ I I to [NJ WALL I rq --� \ �_. INil it:Itititrtiti NONI --- -1 !•--1® �) 0 3257 q �- (EJ WALLS TO 0 REGISTERED I so 0 I ,, �. (ThsraNs����✓�'���'ar-�� c ' �`4. Nr� @„ _ _ — • I ARCHITECT I [EJ STEP I SUBJECT TO DISPLAY I i - FQ (E) LIVING _ _ BE REMOVED 44 108 Fly [EJ EGRESS TO r FURTHER �\ IN) I [ �� (NJ HARDWOOD / o REMAIN IJ o I A•3,0 $ ru Yloa Stl N DEVELOPAf ` ♦ 4 \ a`b I [E) MASTER BEDw \ SYSTEM T.B.D, II STATE OF WASHINGTON 108 CASING TIGHT (Ercor�aa p ` '- lEJ DOOR TO BE h /� - - - - - - I-' TO WALL • ) ' o �� `j,REPLACEDilb ilk ) 1j /` ON HARDWOOD - T - - - - r t i 0 �` °s o I ° / I r u lNj I)TO REMAINa 11 If y ` 1 (NJ DECORATIVE TIMBER POST, TYP, I [E CLOS. Attic �+ EN 0 ELEVATOR --ti - •/ - \�� I / 106 ACCESSI w _ O - - I I (E] BREAKFAST ■ — I — (M 'WD. ) O J REMOVE NON-STRUCTURAL OF [ElAPPROX ------f I \ I I, (NJ CASED OPENING 110 I ! OF [EJ FAN ABOVE I f 1 1 q J N I [E) BATH I [E FAMILY { HORIZONTAL ARCHED HEAD. E RECESS [NJ HARDWOOD I PORTION OF [El WALLE } L J 0 ( 9 (El CAB, 201 I I lEJ SHEAR WALL TO REMAIN I d Co it [NJHARDWOOD ABOVE LINE OF(El TRAYIi ' w �I z ) L 1 r�) NO WORK ISEDo ) [NJ INFILL BEHIND (EJ WING WALL.TYP, q CI) M FLOOR ` - ' � ,— PROVIDE(NJTOUCH•LATCHCABINE7 I to CEILING(DASHEDj N ' y [EJ DOOR FOR(El A I V CLOSET i J DOOR O JNJ CASED OPENING W/ r� �- L - - -_._ 4 EXISTING SAUNA TO BE ) I ` - [El HALF WALLS TO REMOVE E MASTER BATH HORIZONTAL HEAD. ((HMO TONE SALVAGED FOR POSSIBLE { ) ) DESIGN ADM T-0' 6%13/4' 4'•10114' 4'-0114' 12'-0' I REPLACED CONFIRM HEAD HEIGHT I I _1 \- i - FUTURE REUSE 105 If W!ARCH. FURR IN NICHE g iEl F DRAWN ADM, ESH 12'-0' 6'-0' 4 r = - - -_ - [NJ STONE CO QQQ IF ARCH. P PROVIDE 111< - ,� 01718-0" / CLEARANCE TO [El PP — — I 'AI- — — — m' r � >< ' ✓ 1/4 -�'�+�® �� /''' \ ■ ► CHECKED \• .. \/ EQ. VER W/OWNER EQ. " INFILLCAVIfY ABOVE WI(NI i� �\ (EJ WALLAND UPPER ��te y� �� .� @� +����� ��. PARTITION JJALL PROVIDE n, If CABINETS TO BE U DATE 12-28-2017 PLASTER T¢ALLREMOVED. VERIFY L, © © O I VERIFY CLEARANCE [El HALL I HDVVD STONE I I Il'iTO [EJ FP 111 {EJ ADJACE r I [E) SKYLIG J EI En W/OWNER[ (EI GLOS. III I [NJ CASED OPENING [El TUB TO BE UPPER FLOOR PLAN [NJHARDW •D _ P4ILOWER TAIRRUN. PROVIDE 104 II ) REPLACED 41r ■s-- [NJ HAND L &GUARDRAIL W/ STONE DWO. (NJ HDWD. UP DECORATII E METAL PICKETS \\` I [N] FLOOR•tAOUN O OFFSET OPENING TO 1 M� (E) r TUB FILLER • I - - FOR REFR, DOOR SWING I ELEVATOR i ® _ I 0 - t ■- SCALE 114` = i'-0" . ..1.‘ -* I �� Vl(NJ HDW• CD7eA (E]''� __ J S S PROVIDE CLEARANCE ..A1111111111111111111L•HI I �� FLOORING • = • • _ • SLOPED a "I� FINISHES I I aa, [El UPPERETAIRRUNTOREMAIN 0 REVISIONS 03-15-2018 A CLG, PLA E TO [EJ �� u �� ( _ _ OATTICIN ACCESS I SIDE WA ABOVE r tEl FIXED r (E] ENTRY HALL [EJ SKYLIGHT ZO -�o I L SKYLIGHT J tEl KITCHEi�! 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[NJ rr,ICEALED I (-'= L [ 1 Iwo. - 91- - - - TO BE REMOVED 101 = _ = I r •� } } PIVOT DOOR ��° P [N CLOS, rr/'� [NJ CASEDIrk - - - Architects I CC l S r ■.•3iii1 �1 OA - 1`JCj lM STONE OPENING //1�\� © 2400 North 45th Street - - - 1 U - m t = - ... ILA _ - -- �'� - — , ����- \ r( - - Seattle, Washington 98103 Rho 9 ATE APPLI• E5: — is so _gypl / \ S IEJ POST,TYP. (� / / /PROVIDE WASHER PAN W/ !NFILL CAVITY ABOVE Wl[N] ■ ■ m t, , / !/ \ \ 206 728 9500 hone '[C F DERI / TRAP& PRIMER. VENT 'Q PARTITION NALL PROVIDES LEI FAH !/ 11 }T v 1 // // \ [N F•YER PLASTERT�1MATCH [EJ \ - 0 Z ` % J/ 11 \ 206448 1337 fax 415 / / DRYER TO / I [NJ WALL COVERINGS -th [4JHDWD. J. � ' / // (NJ CASED DM. - STONE Er • CENT € 1 \ I / // DD I gcecr3loflicc(a luarisilk.com [El POST,TYP, O S [I i / /// OPENINGS I - - [NJ • ONE - ` // \` / / _ �1 WALL 0 - - - - - •>~ - J /- - - - - i��� O �� RINGS, IYP. - - - - I I - r'/ 0 FELDSINE REMOVE tEl PANTRY. I [El OPENING I I I Q [� f[ [N] GALLERY FLAT N CEILING AT HALL FLOOR PLAN LEGEND er #I.IFq ct'IC .LLEGOfe 1 \EI V I O D E L i 31.5 114' 12'-2' - J 116 [NJ WALL AND INTERIOR DOOR REMOVEIfi IEJ BUILD OUT 4002 OAKES AVE __ [NJ HARDWOOD AND DISPLAY -- — — - — SYMBOL DESCRIPTION REMARKS ANACORTES, WA 98221 INJ CUSTOM NON-COMBUSTIOLE [ ■ I ■ I I VENTILATION SECTION NOTES (�a,„1 EXHAUST FAN CUT LIMESTONE SURROUND FOR tEl BAY WINDOW TO (Ni DINING [EJ FIREBOX, FOLLOW MFR'S REMAIN, PROVIDE [N] SEE SHEETA•1.1 GENERAL NOTES [NJ ENTRY DOORS, SIDELIGHTS,AND SMOKE ALARM RECOMMENDATIONS FOR FIRE PROTECTION SECTION WINDOW SEAT. TRANSOM ABOVE, IN EXISTING 115 CLEARANCES TO COMBUSTIBLES RELOCATE tEl OPENING. CONFIRM HANDING OF NEW WALL 4 (NI HARDWOOD BASEBOARD RADIATOR ACTIVE LEAF WI OWNER (UNE OF STUDS) STUDS © 16" O,C. :L.' • TO UNDER WINDOW NEW FOUNDATION 1 SEAT. PROVIDE IN) I I I ( WALL PER STRUCTURAL DECORATIVE METAL (El PORTICO TO REMAIN SCREENS TO CONCEAL I- — -I NEW SOUND WAILNS./..-- ( S7AGGERED2xSTUDSWITH `"----N-"---‘ r ri^I�o"--°\ T -""b----‘‘ /Th.--- / ROCK WOOL SOUND BATTS //��\ EXISTING C / (NJSTAINEDARCHED24MIN.- y A00THWfCLOSER, G I I I CTo REMOVE PERMIT SET ASKESKET&THRESHOLD O - _ a- - ? I U - - - -3 : NOTE (EI POSTS, TYP. � �JRECONF GORED 7O /it t// EJ CLOSET TO BE DIMENSIONS BASED AS•BUILT DRAWINGS, CONTRACTOR TO VERIFY INFIELD MA FLOOR R PLAN �` . _ ( ) 1 A 3.o I I IN 0 P CONDITIONS PRIOR TOCOMMENC!NGWORK. UPPER FLOOR PLAN 26'-0' IN) DOOR f 12'-0' 61-0 13' 4 3!4' 15'-7 114' • \ 91.-5114' O © © O © O it 0 MAIN FLOOR PLAN SCALE 1/4' = 1'•D" PLAN A-2.1 NORTH I I I 0 0 0 0 0 0 0 80 All drawings,specifications, plans, Ideas, arrangements, and designs represented or Marred to are the property of and owned by _ — _ -. Stuart Silk Architects whether the project for which 1 - "" - - ___ - they are made Is executed or not. They were created, evolved,developed and produced for the soto use on and In connection with this project and I I I I —I - I - - I I I I cone of tho above maybe disclosed or given to or used by any person, Ilan, or corporation for any -- - - use or purpose whatsoever Including any other --- - project pt upon written en permission of Stuart — -- Silk Architects. _ OCOPYRIGHT 2018 { - STUART SILK ARCHITECTS -- — . _— _ _ . - I — — _" - _ - - '-_-__ _. . _ _- `� t _ I - - I•- _.• _ _ - u _ , n -= --- _ REGISTERED — 1 — — 3257 I - —1 _ _ { — - _ L so / ARCHITECT _ _ — _— — --.., ALIGN ti — i — — — — ALIGN=1 STATE OF WASHINGTON • > — — ' — JNJINFILL I . r IEJ PIER I WALL WI / S (E) RAILING [EL RAILING (/AII SFINISHO ® 0 co [E) DECK. NOTE: � 71 . hMiCe 4 [EJ DECK. NOTE: I1 PI I I I [EJ STEPS TO [EJ STEPS TO f I y LOWER LEVEL LOWER LEVEL t - r� OMITTED FOR OMITTED FOR 9,1 INJ FIXED ' 1 [NJ FIXED CLARITY CLARITY • WINDOWS =. . . • . -.--ALIGN • ` - WINDOWSI ALIGN < ' �� ` __�� J .. , O� �� J— IEJ WALLS Wl SHINGLE SIDING - - - - — - - - - - -•—t --- -- — - - - -- If/ , _J I I © IEJ •DECK FRAh11NG / I I _ / \ IGN PE \• > k'( �rALIGN II. '• , \ CHECKED ! 1 DATE 12-28-2017 i • IN) INFILL WALL WI IEI PIER 1 STUCCO FINISH j•// \V/ .1_ . — UNDERIEJOECK [NI INFILL WALL WI STUCCO 'NI DOORS. ARROWS AND FINISH UNDER [EJ DECK IDENTIFICATION SYMBOLS INDICATE ACTIVE LEAVES ' PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION SCALE: i!4"= 1'-0" SCALE: 1/4" = 1'•0" REVISIONS 03.15-2018 0 0 0 0 0 0 0 • _ _ - Stuart Silk I -AH . T — -- - —_ _— --`___-- II /; :. I = _ I ❑ ❑ I Architects t 7 e c ts 2400 North 45th Street ti — - -- Seattle, Washington 98103 _ - _ 206 728 9500 phone — — \ 206 448 1337 fax g eraloffice( stnartslik co n • � ---�_ - - i{ ' I - _A - - __:- _ -I=- - �_ - _ _ FELDSINE — I - - REMODEL� — % -- - — — — — � -`\` 4002 OA <ES AVE ANACORTES, WA 98221 \ _ -;:::-....---- /re—----\\ ---- .,. . I -- --- --- — .../(f. , .... _ _. _._ . . I IQ GARAGE ROOF T - - I IN FOREGROUND / / \ / \ [El PORTICO — / O \ I \ .yp. / I I -- \ • / — PERMIT SET I I— \ \‘,.. / �� I (N) DOORS, SIDELIGHTS, I I I EXTERIOR ELEVATIONS AND ARCHED TRANSOM IN [E)OPENING. CONFIRM HANDING OF ACTIVE LEAF W/OWNER © SOUTH ELEVATION SCALE: = l'-o• A-3.0 t EXTERIOR DOOR SCHEDULE a `a�'+s_ \ NI drawings, sped0cations, Plans, Ideas, SYMBOL LOCATION ROOM DIAGRAM TYPE SIZE (TO BE FIELD VERIFIED) \ FINISH ) U REMARKS arrangements, and designs represented or pA referred to are the property of end owned by O (NI FOYER 100 - DOUBLE OUTSWING FIT WITHIN (E) OPENING f STAINED 0.30 W/SIDELIGHTS & ARCHED TRANSOM; TEMP. GLAZING Stuart SIIkArchitectswbether the pro ecltor which l they are made Is executed or noL They were O created, evolved, developed and produced for the (NJ EXERCISE 004 DOUBLE OUTSWING MATCH (EJ ( MATCH (E) 0.30 TEMP. GLAZING; EGRESS DOORS sole use on end In connection with Ihts project and none of the above may be disclosed or given to or O IN) EXERCISE 004 - DOUBLE OUTSWING MATCH (E] it MATCH [E] 0.30 TEMP. GLAZING; EGRESS DOORS used by any person, tom, or corporation for eny \ use or purpose whatsoever Including any other EXTERIOR DOOR SCHEDULE ORGANIZATION �' '�/ 1 \ SilkArddletistuponwdVfenPemisslonofStuart n COPYRIGHT 2010 V STUART SILK ARCHITECTS I. Now exterior doors ere called out With a single teller (Exempts: A, B, C...). 2. Labeling begins et the south elevation and proceeds clockwise, 3. New main level doors are labeled A. 4. New lower level doors ore labeled B and C. �\ 5. Existing doors to remain are not labeled. / ' \ Thr "0 -- ^e*V-- -.S"- ^ /-- oz7---N/`"m',r'p ,----Nr0 '"--Nrr r" --`•'F"---"'"V-ThF"-Th -.""b7---INV"---Nra`1reNE/Th.' -N••• '`a•� lO/"---NItrOr' �-%•••'---`'C WINDOW SCHEDULE ) SYMBOL LOCATION ROOM DIAGRAM TYPE SIZE (TO BE FIELD VERIFIED) FINISH U REMARKS ) 3257 REGISTERED I ( 0 [E] MASTER BED 108 FIXED _ SEE 11A-2.1 & 71A-3 0 MATCH (E} 0.30 CONFIRM HEAD & SILL HEIGHTS W!ARCH. ) ARCHITECT ( © LEI CLOSET 1013 FIXED SEE 1/A-2.1 & 2/A•3.0 MATCH (El 0.30 CONFIRM HEAD & SILL HEIGHTS W/ARCH, O (N) EXERCISE 004 - FIXED 6.0"WIDE X 2.0 HIGH MATCH (E) 0,30 INTERIOR CASING TIGHT TO FIN. CLO, ) sTE ranee s1 ( STATE OF WASHINGTON WINDOW SCHEDULE ORGANIZATION )\ I, Nie windows are called out%yth a single number(Example: 1, 2,...11, 12),( 1 ( 2. Labeling begins at the south elevation and proceeds clockwise. 3. New main level windows are numbered I end 2. 3. New lower level windows am numbered 3. 4 Existing windows and skylights to remain aro not numbered. ,.. 0 . DESIGN ADM DRAWN ADM, ESH ` I �^\ CHECKED le,r-Or'0�- ��r-hr" t.7:; --- `0. e ���r��rN�1rs/�4��r'-s��r stTh "`ram / ' \ DATE 12-20.2017 i 2[NJ ENCLOSED ATTIC. SEE C 11A•2.1 FOR ATTIC ACCESS7 ROOFING, SHEATHING & \ 7 FRAMING. VERIFY PRESENCE OF •,r-r •\,-- -y;^r��f� ^lr Y^"lr " �r MTh \ CONTINUOUS RIDGE VENT c‘r \r� \I� ,/ \I l( \� \� \� 1/ `I `11r/ �.I1! �Ir`'�\r \r, �l \,( ,. l �`: .._.\..., ) \ + (EJ 5114°X B 112° pSL BEAM (VER.) 't \ ` ) [E]K•LINE GUTTER [NICEILINGJOISTSPERTABLER002.4(i) \ [EJ CONTINUOUS VENT ) REVISIONS 03-15.2018 A IN/IAC BAIT INSUL. VERIFY JOIST �� ( ATTACHMENT WI STRUCT. [El T&G SOFFIT 518' GWB, PTO ( co ) (NI INFILL WALL ASSEMBLY: o • STUCCO SIDING TO MATCH EXISTING ) ( m • VAPOR PERMEABLE WEATHER °u� RESISTANT BARRIER (DASHED) • 1/2' CDX PLYWD.SHEATHING ) E2 [E] CLOSET __ e [E] DECK • • 2X6 STUDS Q iG O.C.W! R-216ATT INSUL. C I 106 107 • 5I8' GWB, PTD.WI VAPOR BARRIER \ APPROVED PVA PRIMER (2 COATS MIN.) �rJ U [EJ GAURDRAIL Stuart Silk [N] RIM BLOCKING & R-21 GATT INSUL. [E] DECKING Architects `jts ( O J FINISHR [EIFLOORING PER PLAN )32400 Ne, rth 45t Street OVER [EJ SUBFLOOR WashingtonSeattle, 98103 C / n 20G 728 9500 phone 4 it DECK FRAMING gen 44t3 1337 fax t` i I (� gener61off3ce@stuartsilteom ( ,. X . t (El 6 1/4- X 14' PSL BEAh1 (VER,) r X (E)BXID BEAM (VERIFY) ) C (EJ 2X10 JOISTS (VER.) ) FELDSINE (NJ 510" GWB, PTD. [NJ HEADER PER STRUCT. W/R-10 RIGID INSUL. INI CASING, PTD. MATCH EXISTING PROFILE REMODEL Q�✓� ✓� i�4 ✓�� � � ��i�✓8a.✓ ` i'a�✓�✓ a e �_i��%%,_ ' ��� - � � ✓ � �. 4002 OAKES AVE t [NJ WD.TRIM PER INTERIORS ANACORTES, WA 98221 • R [NJ LIQUID-APPLIED WATERPROOFING (PROSOCO EXTERIOR SPACE [N) HEAD FLASHING W/ HEMMED EDGE m @ OR APPROVED EQUAL) Q ALL SIDES OF OPENING LAP WRB OVER FLASHING a (NI EXERCISE a [El en POST BEYOND (VERIFY) 004 [NJ CLAD OUTSING DOOR UNIT(U=0.30 MAX.) (N)FINISH FLOORING PER PLAN OVER REINFORCED CONC.SLAB PER STRUCT, OVER 6 MIL VAPOR RETARDER (DASHED)OVER R•10 (NJ SS, STL SILL PAN WI WELDED ENO DAMS. RIGID INSUL OVER 4' FREE-DRAINING GRAVEL SET IN FULL BED OF NONSKINNING BUTYL FIN. GRADE. SLOPE TO DRAIN AWAY FROM/ BUILDING. .....v............................. .. ..•..• .•e.I.w...:..• • • • .•. ice:14)Ar i \ �\ \�\<-- PERMIT SET `\\\\%\\`\\\\\%\\\�\%\\\ \\�\%\\\�\�\>%\\%�\ \\ ' (NJ THICKENED SLAB EDGE PER '`\\\\V A\\�\\-\\\�\ i� \\ i,j\\'\\\it�\\\�\�` STRUCT. '\ \ WALL SECTION WALL SECTION @ [NI EXERCISE ROOM 004 SCALE: 112"= 1'-0• DOOR & WINDOW SCHEDULES A-4.0 _ t ctu hear Wall Callouts° - Con night ConstructionCele, Inc (CC[) . r ,� y • Typl<al Shear Wall Callout Symbol I Shear wall top connection- is symbol indict a de<iwted cher wall or panel, the type per caliout below.ells w thous this symbol are not dedicated thew walls- use code-stmdnrconstruction KD1 / framing parallel. , t Ttin ass. >— 1,4*- Ce 1 Pl4' Mln length of shear panel, 0. �.'• 91FG � sTgtac i 3,4 4 H, • 91) �J l� t ISW/ ;' ril. - —= 3{l I Hot ancb r ,Tokx .a ^.• . .,� III a tti i Top of plate to max ' emit 8r' MI 1 ,' w�'� ��,1 �" 1 ciCety, Nalis Stud 81ud mall N P1eMall ga late &Sill Hlock- li Top of wall fain- spc'g/ 1L y y Top p ing at wall cone to lag, min, .. a-i— C I. }4' wind/ Sheath- or height, mac'g, Stud (see spac'g ® Top plate studs uasup- rnna to perpen- max. Mad sill embed- Sarays wAl� srla■ btu µCy m11 ` Call- gels, ing, Sides of screws, max., max., size, std ill Stud Plate, splice, w/edge ported parallel dlcular mc'g, anchor to meat, IllyA,¢Y, • I t6LSx'Z out Eh, min. wall size ft. in. mint specs) spac'g,in. into. min. oa8'g edges framing framing In. concrete In. >k• PER IAt't ' ' I , �s }iIl� Pqt U I ,RaN• e siierit Pe Lode _- H 7 • 10 24 2x4 Sawn 4 I tutu •11skd ` I soa Fait Atsovfi iiiriYiw 1 :- <,,, 6/12Q16 1�ICont H2I ,5or I a one, .-- ------ - ' .a I 1 _ 7l16" Dither 16 16 2x6 Sawn 6l12Q16 48" k sheathing 3DWC- SDS 5/8" x 6" — •-- = 9 L 2PW 8d ----- ---- .--- 2- 2x4 wl8- 2x 2x �`- YDis<� 490/ OSB or aide, or A34 15600, ,25x4.5 Titan HD, 36/3,5 1 �yts 8 r- u ` e 350 plywo- apply or LTP4 ® 24" w/3" la �� . its I z<r= r - pg -- - `tie —_ 1 od directly 20 12 11 2x6 Sawn 6112®12 Ifrdat 36" max. See Q 4 wshr. `. r"a . aaa� T —:, `` l I q it, I1 �� to studs roux. See D2 ; O k- W+..- I alg i loll , , — `, -• 24 t2^I1.75x5.5 LVL 6/I2®12 DI <<r 0[AaN4 I • 1 l •. ,. 1 „. I LoWo, Nr�Ae Li, ,► J Crtkec) kotar. + I. D2 framingperp ndiculectlon - • 1/aao we1�Level Structural Pian i\vrait, tx, 4: Q.-- 1 etAl S fet'v1/4- S f' $ i� I tg o,;��. I • f * °eat : I • Walls and headers not called out, use code min. V� 4{)-(17‘12A ° �� 1 1 • . I ;�� ; kk - New exterior walls at Exercise room, use code minimum. ^ ! . r 1 I �7 2 W _/1 f ; I i I �� - Existsing patio slab at new Exercise room Is okay as-is, 1 C 1 . i I . ! I 141°ti;61/44'o i New walls may be connected as non-shear walls per Readers I ei ` 3 L \ Standard Structural Specifications herein. — or - -- �— Default header material is Doug Fir No. 2better Verify ail affected existing framing if unsure call Tim Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Garrison, P.E. 360-708-1865 Default King Stud, opening 8-feet wide and less use 1, full height stud each end (plate to plate.) Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) . I Trimmer, each end King Stud, each end - - Callout Min, use 1 (if blank use default (if blank use default • L above.) above.) 20H 4x8. At existing headers, may reuse existing If at least 4x6. Provide temp support as necessary. • 21 H 6x8 glulam or PSL with double trimmers. Install 31B first then temp support 318 during 21H Install. I a . ' 22H 4x8. At existing headers. may reuse existing tf at least 4x8. Provide temp support as necessary. 23H 4x10---1 --1 OfFI r ZµL �y Q (ES 8r1 AreVE '' R1'MAntr Is I tlbe. fen- hits.:, wralpo�r �,�r -�..� 1 _. Beams j O N:' . _ ' ! . / ' Default sawn material is Doug Fir No 2 or better. r - - - � - — y / i , r I I o I Default end poet connection_ICE, ACE, EPCZ, ECCQ, or similar,II � 4 4Y Default comer post connection with mitered beams over: LCE4, LCE4Z, or RTC44. = , / j � 1n — a, .0 u t� _ i Default mid-post connection: LPCZ, PCZ, CCQ, or similar, _____ ` - - 1 f' 1 Ns ' - Post `" I Default beam to beam connection: HU, HUC, HUCO or similar. •',I ` r m II' Assn • • I_ Connector{if blank No ' Callout Min., use Alt I min,, use Alt 2 min,, use use default, above) dc I f L./ - ■ /C) focr ifio 3 (el osr ` � 1in5f kcj zx z�4 = Si ' • 30B 6x8 or 4x12. Provide temp support each side as necessary. �I— PoSr rail ? i ; l - - - J 0 i 31B 6x8 I 4x10 j 3, 2x12 ; 2, HGA 10, ea. support ` Q' �_ . nom_ i 328 Double 2x10 floor Joist under shear wall above. I J - \ (61 sous 4t g ;III� �11 (Pr ' 338 Existing 6x14 PSL. After new north wall la Installed, this beam may be removed. il �4' - - � i1Rr rrarar � , ►� J �`ttEE'ii µ v — a - ter is I B ill_ �` ii.-, ..1..,iii 11 — J IA 2316 Antone Way I t .� d , _ ti: - Tim K. Garrison, P.E. Anacortes,WA 98221 N. Phone:(360)708-1865 ; ' l Consuitin En laser ♦ :dIIDsI_ tngruQ \•- . 4mGlDTimKGanlson.cam _ --- - LC — ip structurelCaiionto°-Copyright ConatracfioaCalc,Inc{CC12 . ° s, •sxsZ �� — �► `-__ _ ` Structural Analysis: Remodel at 4002 Oakes Ave., Anacortes, CC IPA'. 4i♦ 91 • RC Foodng,Contiaaow _ -- 1111 ,/ • rl i i I — - — — • —_Retained Height: Maximum retained height anbatenced fill);4'. • iI �e>�r , — Q , - + _ Footing Uac ruin., 16" wide x 6" Si. — WA. t�-i'�1% — _ _ . - Longitudinal caber, use 2,84 continuous, 3" from bottom_- . _ - I� ?-1 Pe f j _ * Stamwau:Use min 6" thick — Client: Philip Fetdslne CCI Job Number:T17093 / ▪ Vertical reb�ar use 84 at 24" OC, max,eeatcred In wall, with alternating 6" beads at bottom footing mbar _— Building Design:Stessvrrf Silk Architects Date: January 8, 2018 r • Horizontal rebar,114 top and bottom and at 24" GC max_,entered. _ 11 0 a� Dralnat Install footing drains and/or downspout drabs per what;and as requlS by ca& Main Level Structural Plan Le �J 1/8" = 1', -- gel 21t31%H s S&L EXIIIneflor.i; _. . �A •i a ' . ., I•' 9SAt 'lfao .lkr F�fiRrk _Q''t. \. :, - Walls and headers not called out, use code min. `( . �. Verify all affected existing framing. If unsure call -am /I� ' . . ' ors i - ❑ Garrison, P.E. 360-708 1865 - . , .' ti ft341g ���=a t1PeMa VW .6 - SIof2 - - Standard Structural Specifications' — Copyright, Tits K. Garrison, P.E. Epoxy Systems For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated, A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in BASIS OF DESIGN— APPLICABLE CODES: strict accordance with epoxy manufacturer's recommendation. Code. The designs herein are prepared in accordance with the 2015 WC. Construction shall conform with CONVENTIONAL WOOD FRAMING: the most recent building code adopted by the approving Jurisdiction. General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members Calculation,. The calculations included herein, if any, am only those required to ensure compliance with per the Plans and applicable building code. Where Structural Plans do not specifically address a structural code. We do not intend to compute every structural element nor every load combination. Much of our element, construct said element per minimum building code. . analysis is "B1" (By Inspection.) )framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Alterations, The project includes alterations to an existing structure in conformance with the 1EBC, Chapter Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All sawn wood shall 5, for Level 1 (removal and replacement in-kind) or Level 2 (reconfiguration not exceeding 50% of building have moisture content less than 25%, arca). All new materials and methods shall be per current Code Any gravity-resisting structural clement }trams and Posts. All sawn stnictural beams, headers, and posts shall be Doug Fir Larch No 2 or better, affected 5% or more of its demand-capacity ratio shall be brought up to current Code. Any lateral-resisting except where exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. structural clement affected 10% or more of its demand-capacity ratio shrill bo brought up to current Code. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section below. Existing structural elements affected less than the above need not be upgraded. This is allowable per 2015 IEBC, Chapters 7 and 8. Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table hereon using materials designated for lateral load resistance by notionally-approved manufacturers. ABBREVIATIONS: All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called A.A,C.a I RC:Intmmuar,t Residential Code REF:Referwce,not MILLI out, or tabled "NS" are not intended as shear walls and shall be built per minimum code. AC:Aspha1t0awde K:Kip(1,000 lbs.) REQ or Regd:Required Be ay Inspection KSL: Kips paSgwro loch ROW: Rlgbl Of Way Sheathing, "PW" walls, use plywood or OSB, minimum thickness and wading as indicated in Shear Wall E• Elutic modulus or Elatrkal LVL I amin.tcd Veneer Lumber Rt.: Rtg}d thy Existing LSL• Idminted Strand Lumber • S. section modular Table,oriented either direction. CCI:Cau°uc Maso .ono. u:Left SC:Soo Callao Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW" walls, no • CMU:Concreteo Magary Untl NA:Not Applicable SD:Storm Drain CO:Calloutor C,nvut NO;Not scaring SIP; Stmc❑uai Inndatai Panel sheathing joints arc allowed within 2-feet in any direction of a door or window corner. .• Coca:Conercte NIC:Not Included SK:Sketch Cool:Continuous OC:Oo Cmla spacing SOO:Slab Ou Grade Window and Door Orrenineg. OF: Dwgiu Fir OSs:Orimlcd Strand Baud SPF:Spnxo Pine Fir !IF; Nan Fir PCF: Pounds pa cubic fool SS: Sanitary Sewer Multiple Art%acent Openings. Where adjacent door or window openings occur in a wall, headers for each • HVAC: Heating,VaniLtico.and Air PLE: Pwods per lineal Foot PW: Plprood Then wall opening shall be individual members with full-height king studs between them. Each header shall use the Conditioning Ply:Ply awd UND:tfnlan Otherwise apocitird number of king studs ifiedbeloworistheSwcturalCnllouts. O W;oypsum alma call PSLL Parallel Strand Iurnba ❑lsenhao P� Oyp:Gypsum reall Oran,board PSI::Pounds otmdspaSmuronFoot vorvabmr(bi)awaltrbwrtpiQ KingStuds. Unless otherwise shown on Firms use the following. These must be full-height, bottom late to 011i: OtuUm nran, PSI:Pounds per Squire Inch tcpoctivdy g P I:Moment of Inertia PT: Pressure Trentod with preservative W:Wall,ndl length top plate, fE diaphragm to diaphragm. IBC;t❑tamtioasl Mtn Code PW:Plywood or O50 stria wall WWF:Wdded Wire Fabric - 1 ICF: batted Cascrt eForm RC: RcLstivo Comp;ctloo a Opening lass than 6' wide—use min., one king stud each end of header.* Opening 6.1' wide to 9' wide —use min., two king studs each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: , Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with doing business as CoastructionCalc, Inc., hereafter indicated as "CCL" minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a remodel of an outside of wall. existing single-family residence. CCI takes responsibility only for items specifically addressed in our Qncpor Bolts. drawings and calculations. Constricted items not specifically addressed herein shall be built per minimum code. Shear wall anchor bolts connecting mud sills, use 5/8" diameter wet-set J-bolts at the spacing shown in the CCI has not analyzed any other portion of the existing building, including but not limited to: foundations, Plans but never greater than GO" OC and within 12" of ends and comers, with 3" x 3" x .229" steel washers, , wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor beams, columns, walls, floors, floor framing systems, roof framing system, connections, etc. bolts at the same spacing may be used in lieu of wet set - see sp ecifications[, y in previous section.. LOADS Non-shear mill anchor bolls shall be spaced a inaxlmum of 72-inches and within 12-inches of ends and Following tiro the loads used for the subject design / analysis: corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet- set, or 1/2" Titcn I-ID with 3" min embedment. . 0 Roof live: 20 psf. 0 Floor dead: 15 psf 0 Roof+ ceiling dead: 15 psf 0 Exterior wall dead: 10,psf 1 Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2" rain concrete 7 psf embedment,at 16" OC, unless otherwise shown . O Roof snow: 25 psf 0 Interior wall dead: O Floor live: 40 psf l Frossuro Treated Lumber. Use pressure treated lumber in contact with concrete end! or soil, and when directly exposed to weather. Pressure treating chemicals shall be Inert, or otherwise non-reactive with metal SINGLE PROJECT: connectors (including nails, bolts, framing connectors, etc.) or structural steel members. The caiculations, drawings, notes, specifications, and/ or tables prepared by CCI are valid only for the punching/Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or project indicated herein. Those documents are not valid, are not applicable to, and shall not be used for any blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top other project at any other location. Framed floors which support posts shall bo solidly blocked within the floor cavity to positively transfer COMPETENT CONSTRUCTION PERSONNEL/SAFETY: post,column, or other concentrated loads through the floor to the supports beneath. Only competent personnel familiar with construction and safety practices germane to the project shown PREFABRICATED WOOD PRODUCTS: herein should be employed to assemble and construct the work. Engineered Wood—General, These products must be provided, stored, and Installed in accordance with Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards, manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying • Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the capacity. Any nationally-recognized brand that meets the below specifications is acceptable. finished as-built condition of the structure and related systems. )-beam Cornposl(e Web/ Flange Joist Products. 'The contractor shall install the 1-Joist products complete HAZARDOUS MATERIALS: with web stiffeners and other blocking/bracing as shown on the Plans and / or as recommended by the manufacturer. Construction may expose workers and other people on or near the jobsite to asbestos, lead, silica, hydrocarbons, and/or other hazardous materials. CCI is not an expert in these matters and hereby disclaims P$L(Pnmllal Strand lumber] and Versa-hum. Use minimum 2.0B, 2,900 psi minimum allowable trending • all liability for injury or death from said exposure CCI recommends that a hazardous materials expert be stress. consulted prior to all construction projects. LVL (Laminated Veneer Lumber). Usc minimum 1.9E, 2,600 psi minimum allowable bending stress. MATERIALS AND METHODS: Glue-Laminated Timbers. Unless otherwise noted, all glulam beams shall be 24F-V4 DF/DF, Any that span Provide and install all materials In accordance with manufacturer's requirements and recommendations, It is continuously over ono or more interior supports or are cantilevered, use 24F-VS OV/Dh. Use industrial , the contractor's responsibility to ensure all field personnel understand and adhere to this. appearance grade, unless visually exposed to interior living space use architectural appearance grade. TEMPORARY SUPPORT AND BRACING: All glulam ehnll be manufactured by on AITC approved fabricator. Store and Install in accordance with manufacturer's recommendations. General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same Is not included herein. Contractor or owner should check all temporary- supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment = 4-inches unless oticnvise specified. Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise specified. ExistingReinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods (pachomctcr, radar, or similar). Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with --- plate washer under the nut as allowed by the 1BC. At non-mud sill locations, smaller washers mny be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension loads nod shear loads. install per manufacturer's recommendations. xp >G U _ 2316 Anton°way limn 6�]n L7 `36'Uls©ny Pn �e Macertes,WA 98221 Phone. (360) 708-1065 Cor`tsuiting Engineer RmG@TimKGa r(son.com - Structural Analysis: Remodel at 4002 Oakes Ave., Ahlatacortes, W.A. Client P/rilip Feldslne CCI Job Number: T17093 Bulling Design: Stewart Silk Architects Date: January 8, 2018 Pei ?lnrji 9}c CKE£ ._tali _ . a; A . ) f (1� 16� . o z ,4i 1 of 8 , ir714.1(01$ 9wirgni, , , PROJECT TEAM TABLE OF CONTENTS PROPERTY DATA ZONING DATA \ i Aug 31 - All drawings,specifications, plans, ideas, \ Elli OWNER ARCHITECTURAL DRAWINGS PROJECT ADDRESS ZONING CODE REQUIREMENTS CITY OF ANAL RTES arrangements,and designs represented or ' PHIL FELDSINE A-1.0 SITE PLAN&PROJECT INFO. 4002 OAKES AVE. ANACORTES MUNICIPAL CODE, �, \ referred to are the property of and owned by 5525 SOUTH FRONTENAC STREET A-1.1 GENERAL NOTES ANACORTES,WA 98221 TITLE 17 Stuart Silk Architects whether the project for which SEATTLE,WA 98118 A-2.0 LOWER FLOOR PLAN they are made is executed or not. They were (206)226-4816 PHONE A-2.1 MAIN&UPPER FLOOR PLANS ASSESSOR'S PARCEL NO. ZONING DESIGNATION created,evolved,developed and produced for the ptf09@hotmail.com A-3.0 EXTERIOR ELEVATIONS P31563 RESIDENTIAL DISTRICT R2 sole use on and in connection with this project and A-4.0 WALL SECTION AND none of the above may be disclosed or given to or ARCHITECT DOOR/WINDOW SCHEDULES LEGAL DESCRIPTION MAXIMUM LOT COVERAGE used by any person,firm,or corporation for any STUART SILK ARCHITECTS LOT 1,"FOUR ISLANDS HOLDINGS LLC 35%MAXIMUM, MEASURED TO THE u use or purpose whatsoever including any other 2400 NORTH 45TH STREET,SUITE 200 ELECTRICAL DRAWINGS BOUNDARY LINE ADJUSTMENT," OUTSIDE OF EXTERIOR WALLS,OR TO G U E q E�+' C fl /` N N E L project,except upon written permission of Stuart SEATTLE,WA 98103 E-1.0 ELECTRICAL SCHEDULE APPROVED MAY 5,2011,AND FILED THE OUTER EDGES OF DECKS OVER V IVI S CHANNEL 1 / \ Silk Architects. (206)728-9500 PHONE E-2.0 LOWER FLOOR ELECT. PLAN MAY 10,2011,AND AUDITOR'S FILE NO. 18"HIGH,AND INCLUDING PORTIONS (206)448-1337 FAX 3-2.1 MAIN&UPPER ELECT. PLANS 201105100018; FORMERLY LOT 1 OF OF ROOFS OVERHANGING MORE / © COPYRIGHT 2018 CONTACT:AARON MOLLICK ANACORTES SHORT PLAT NO. THAN 3' \ STUART SILK ARCHITECTS aaronm@stuartsilk.com INTERIORS DRAWINGS ANAC-89-001,AS APPROVED MAY 2, / INT-1.0 BATHROOM#2, MEDIA ROOM 1989,AND RECORDED MAY 9, 1989, IN NO CHANGE TO LOT COVERAGE INTERIOR DESIGNER INT-1.1 GAME ROOM VOLUME 8 OF SHORT PLATS, PAGE IS PROPOSED / STUART SILK ARCHITECTS INT-2.0 FOYER, ENTRY 126, UNDER AUDITORS FILE NO. 2400 NORTH 45TH STREET,SUITE 200 INT-2.1 FOYER, ENTRY, BREAKFAST 8905090034, RECORDS OF SKAGIT MAXIMUM BUILDING HEIGHT ...--------- SEATTLE,WA 98103 INT-2.2 CLOSET,MASTER BEDROOM COUNTY,WASHINGTON; BEING A 3 STORIES, BUT NO MORE THAN 35' (206)728-9500 PHONE INT-2.3 KITCHEN PORTION OF GOVERNMENT LOT 1, (206)448-1337 FAX INT-2.4 DINING, GALLERY, LAUNDRY SECTION 22,TOWNSHIP 35 NORTH, NO CHANGE TO BUILDING HEIGHT CONTACT:DANIELLE KRIEG INT-3.0 OFFICE RANGE 1 EAST,W.M. IS PROPOSED / daniellek@stuartsilk.com INT-4.0 INTERIOR DETAILS .13 INT-5.0 REFLECTED CLG.PLANS TOGETHER WITH THAT PORTION OF MINIMUM SETBACKS (P c S. 3257 GENERAL CONTRACTOR LOT 2 OF SAID SHORT PLAT FRONT YARD: 20' �m-,c b, / \ REGISTERED KREIDER CONSTRUCTION STRUCTURAL DRAWINGS BEGINNING IN THE SOUTHEAST SIDE YARDS: 5'ONE SIDE, 15'TOTAL '7 I" / ARCHITECT I 1010-22ND STREET S1 STRUCTURAL PLAN CORNER OF LOT 2;THENCE SOUTH REAR YARD: 20' ANACORTES,WA 98221 S2 STANDARD STRUCT. SPECS. 68-01-27 WEST ALONG THE SOUTH (360)707-5588 PHONE BOUNDARY OF LOT 2,35.50 FEET; NO CHANGE TO BUILDING (360)707-5589 FAX THENCE NORTH 21-58-33 WEST,66.11 FOOTPRINT IS PROPOSED / CONTACT:GREG KREIDER FEET;THENCE NORTH 58-18-38 WEST, greg@kreiderconstruction.com 25.52 FEET;THENCE NORTH 13-59-13 PARKING / \ STU AYLOR SILK STATE OF WASHINGTON WEST, 17.62 FEET;THENCE SOUTH REQUIRED: AT LEAST(2)OFF-STREET / STRUCTURAL ENGINEER 21-58-33 WEST ALONG THE EASTERN SPACES EXISTING LANDSCAPING TIM K.GARRISON, P.E. BOUNDARY OF LOT 2 TO THE POINT 2316 ANTONE WAY OF BEGINNING. PROVIDED: EXISTING(4)BAY GARAGE 1 TO REMAIN 7 ANACORTES,WA 98221 TO REMAIN (360)708-1865 PHONE LOT AREA timg@timkgarrison.com < . - ±64,900 S.F.(1.49 ACRES) / - O yx / \--- �� moo. 7-6 4002 OAKES AVE. SIDE YARD T'6 SET- PROJECT DATA ENERGY DATA 5\0' BACK BUILDING CODE REQUIREMENTS ENERGY CODE REQUIREMENTS WSEC PRESCRIPTIVE COMPLIANCE REQUIREMENTS SS. p,G\C DESIGN ADM ALL WORK SHALL COMPLY WITH THE ALL WORK SHALL COMPLY WITH THE \ DRAWN ADM, ESH 2015 INTERNATIONAL RESIDENTIAL RESIDENTIAL PROVISIONS OF THE COMPLETE AND POST AN"INSULATION PER R403.2.3, BUILDING FRAMING CODE(IRC)WITH WASHINGTON STATE 2015 WASHINGTON STATE ENERGY CERTIFICATE FOR RESIDENTIAL CAVITIES SHALL NOT BE USED AS AMENDM NT CODE(WSEC). CONSTRUCTION"WITHIN 3'OF THE DUCTS OR PLENUMS EXISTING DECK 20/5- (A)SE 2015" UPC ELECTRICAL PANEL PRIOR TO FINAL TO REMAIN `- SHADING INDICATES CHECKED I AREA OF EXISTING SCOPE OF WORK CLIMATE ZONE INSPECTION PER R401 INSULATE MECHANICAL PIPING PER \ \INTERIOR RENOVATIONS TO AN SKAGIT COUNTY 4C R403.3, R-6 MIN. / COVERED DECK TO BE DATE PERMIT SET 12-28-2017 EXISTING SINGLE-FAMILY RESIDENCE. PROVIDE MIN.BUILDING THERMAL EXISTING ENCLOSED(99 S.F.). NO FENESTRATION&INSULATION ENVELOPE OR BETTER PER R402 CIRCULATING HOT WATER SYSTEMS LANDSCAPINGIllr CHANGE TO ROOFED CONSTR. SET 3-15-2018 ADDITIONALLY,222 S.F.OF VERTICAL FENESTRATION U =0.30 SHALL BE PROVIDED WITH AN \ TO REMAIN 7 ` / AREA IS PROPOSED UNCONDITIONED SPACE UNDER AN SKYLIGHT FENESTRATION U=0.50 PROVIDE INSULATION SPECIFIED PER AUTOMATIC OR ACCESSIBLE MANUAL 1 EXISTING DECK TO BE ENCLOSED. NO CEILINGS R-49 t?402.2 SHUT OFF SWITCH PER R403.4.1 EXISTING *46' CHANGE TO THE BUILDING VAULTED CEILINGS R-38 SINGLE-FAMILY /j �E FOOTPRINT IS PROPOSED. MASS WALLS R-21 /R-21 PROVIDE CONTINUOUS AIR BARRIER INSULATE HOT WATER PIPING PER EXISTING RESIDENCE ;r TO 1 DECK WOOD-FRAMED WALLS R-21 INT. AND THERMAL BARRIER PER TABLE R403.4.2, R-4 MIN. DECK TO �/ ADDITIONALLY,99 S.F.OF BELOW-GRADE WALLS R-21 INT.+TB R402.4.1.1 REMAIN ' UNCONDITIONED SPACE UNDER AN FLOORS R-30 INTERIOR VENTILATION k t EXISTING ROOF TO BE ENCLOSED. SLABS R-10 CONSTRUCT BUILDING ENVELOPE TO A , REVISIONS NO CHANGE TO ROOFED AREA IS LIMIT AIR LEAKAGE PER R402.4 PROVIDE INTERMITTENT WHOLE- \ HATCHING INDICATES AREA PROPOSED. HOUSE VENTILATION PER R403.5 AND OF EXISTING COVERED ENERGY CREDITS PROVIDE TESTING OF BUILDING IRC M1507.3 TERRACE TO BE ENCLOSED PER WSEC TABLE 406.2 41.111 (222 S.F.). NO CHANGE TOAREA SUMMARY OPTION DESCRIPTION CREDITENVELOPE PER R402.4.1.2 (�.� CONDITIONED SPACE SYSTEM FAN EFFICIENCY PER TABLE THE BUILDING FOOTPRINT IS •• 00 ABOVE GRADE 4033 S.F. 5b EFFICIENT WATER 1.0 FENESTRATION AIR LEAKAGE R403.5.1 �` PROPOSEDN[E]FINISHED BASEMENT 2014 S.F. HEATING TESTING FOR WINDOWS,SKYLIGHTS, \ \ rA W Q ) Z 0 NI FINISHED BASEMENT 222 S.F. AND SLIDING GLASS DOORS TO PROVIDE EQUIPMENT HEATING AND TOTAL 6269 S.F. COMPLY WITH R402.4.3 COOLING SIZING PER R403.6 r3ROEC� W 01- ID Q, ` g N UNCONDITIONED SPACE RECESSED LIGHTING IN THE BUILDING ELECTRICAL POWER AND LIGHTING \ 4 �O\EI EXISTING z Z ( w� p [E]UNFINISHED BASEMENT 0 S.F. TOTAL 1.0 THERMAL ENVELOPE SHALL COMPLY SYSTEMS TO COMPLY WITH R404 PAVED 0 ... > r GARAGE 2044 S.F. REQUIRED CREDITS=0.5 WITH R402.4.4 TERRACE TO EXISTING 0 �� Q} D 7 REMAIN7 GARAGE TO V J d ^� CL a Q TOTAL 2044 S.F. (ADDITION <500 S.F. FLOOR AREA) SIMULATED PERFORMANCE REMAIN z d Q SECTION 402.1 4 OR R 05FENESTRATION TRADE FNOT S R APPLICABLE E PER R405 NOT i J Q m ; e O2 Stuart Silk WATER HEATER APPLICABLE / �Y PROVIDE GAS, PROPANE, OR OIL \ \ � Liso0 0 ( W - Architects WATER HEATER WITH A MINIMUM EF PROVIDE MANDATORY CONTROLS OF \ G EXISTING (7 G. N �w j OF 0.74. CONDITIONING SYSTEMS PER R403 AUTO COURT Z au rI W #41 pi iii ,,,, _._ TOT REMAINJ - - Q� ; p 1._ 2400 NOrth 45th Street MECHANICAL SYSTEM INSULATE MECHANICAL DUCTS \ i r ZZ w < 'S;. Seattle, Washington 98103 EXISTING MECHANICAL EQUIPMENT OUTSIDE OF THE THERMAL ENVELOPE / z 5.: m m 206 728 9500 phone TO REMAIN. PER R403.2.1, R-8 MIN. t 1g z_EXISTING it z 206 448 1337 fax SEAL AND TEST MECHANICAL DUCTS, I E // LANDSCAPING w AIR HANDLERS,AND FILTER BOXES ROOF TO REMAIN, a 0- < a m generalOffice@stuartsilk.com PER R403.2.2Lai i ir JOINTS AND SEAMS TO COMPLY WITH ADOPTED IMC OR IRC \ / / 1 FELDSINE a i REMODEL 4002 OAKES AVE / T 4. ANACORTES, WA 98221 Li)NPO No SIDE a SITE YARD BAC o %9Z: a. ,, rctJ �� ��SET K �0 EXISTING DRIVEWAY TO EXISTING REMAIN LANDSCAPING � tz . TOREMAIN� FILE COPY 1-5 i/ / ff PRO �� �_, ,, \ \k\1 ,1 ( 0) �P CONSTRUCTION ��\G� SET .= OPT SITE PLAN & _ IX\is PROJECT INFORMATION - ,,. M i \tNACOPPER „ - MINE TRUE PLAN ROAD GI VICINITY PLAN © SITE PLAN NORTH NORTH NOT TO SCALE / / A-1 .0 SCALE : 1"=20' GENERAL NOTES VENTILATION NOTES ABBREVIATION LIST All drawings,specifications, plans,ideas, arrangements,and designs represented or 1.ALL WORK TO COMPLY WITH 2015 WASHINGTON RESIDENTIAL CODE(WRC)W/JURISDICTIONAL AMENDMENTS. 1.VENTILATION AND EXHAUST SYSTEMS TO COMPLY WITH THE REQUIREMENTS OF CHAPTER 15 OF THE 2015 SHOP DRAWINGS AB ANCHOR BOLT JST JOIST referred to are the property of and owned by WASHINGTON RESIDENTIAL CODE. 1.SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY. ABV ABOVE JT JOINT Stuart Silk Architects whether the project for which 2.ALL APPLICABLE CODES,ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER AC AIR CONDITIONING they are made is executed or not. They were ALL DRAWINGS, NOTES AND SPECIFICATIONS. 2.SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS,BATHROOMS,WATER CLOSETS,AND LAUNDRY ACT ACOUSTICAL TILE KD KILN DRIED created,evolved,developed and produced for the FACILITIES IN COMPLIANCE WITH SECTION M1507.4 OF THE WRC. VENTILATION CAPACITY SHALL BE AT LEAST 50 2.THE CONTRACTOR IS TO REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTING TO ARCHITECT OR ADDT ADDITIONAL sole use on and in connection with this project and 3. DO NOT SCALE DRAWINGS;USE PRINTED DIMENSIONS ONLY.NOTIFY ARCHITECT OF ANY OMISSIONS OR C.F.M. FOR BATHROOMS,WATER CLOSETS,AND LAUNDRY ROOMS(Intermittent use)AND 100 C.F.M. FOR KITCHENS STRUCTURAL ENGINEER. ADJ ADJUSTABLE LAM LAMINATED none of the above may be disclosed or given to or DISCREPANCIES BEFORE PROCEEDING WITH WORK IN QUESTION. (Intermittent use). RANGE HOODS SHALL BE EXHAUSTED IN ACCORDANCE WITH SECTION M1503. AFF ABOVE FINISH FLOOR LB POUNDS used by any person,firm,or corporation for any 3.SEE STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND AGG AGGREGATE LF LINEAL FOOT use or purpose whatsoever including any other 4.CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN CONTRACT DOCUMENTS 3.CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH 2015 WRC,SECTION M1502. DUCT LENGTH CLARIFICATIONS REGARDING SHOP DRAWINGS. ALT ALTERNATE LH LEFT HAND project,except upon written permission of Stuart OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. SHALL NOT EXCEED 35 FEET,PLUS THE LENGTH OF THE TRANSITION DUCT, LESS THE EQUIVALENT LENGTH OF ALUM ALUMINUM LL LIVE LOAD Silk Architects. FITTINGS PER TABLE M1502.4.4.1 OF THE WRC. APPR APPROXSMATE LT LIGHT COPYRIGHT 2018 5.CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT SAFETY AND SECURITY ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING © STUART SILK ARCHITECTS DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK. 4. INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM SHALL COMPLY WITH SECTION M1507.3 OF THE 2015 WRC. ASPH ASPHALT MAIL MATERIAL INTERMITTENT VENTILATION SHALL OCCUR AT LEAST 25%OF EACH 4-HOUR SEGMENT. VENTILATION RATE SHALL 1. DEADBOLTS WITH A MINIMUM THROW OF 1/2"AND A VIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS. BD BOARD MAX MAXIMUM 6.CONTRACTOR TO VERIFY ALL DIMENSIONS,GRADES AND EXISTING CONDITIONS BEFORE PROCEEDING WITH BE NOT LESS THAN AS SPECIFIED BY TABLE M1507.3.3(1), MULTIPLIED BY THE RATE FACTOR INDICATED ON TABLE BEL BELOW MB MACHINE BOLT WORK. M1507.3.3(2). FAN SHALL HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. 2. DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS. BLDG BUILDING MC MEDICINE CABINET OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. BLK BLOCKING MECH MECHANICAL 7.CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS OF THE WORK 3.ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. BM BEAM MEMB MEMBRANE PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK. 5. EXHAUST DUCT WORK SHALL CONFORM TO CHAPTER 16 OF THE 2015 WRC. EXHAUST DUCTING TERMINATIONS BO BY OTHERS MFR MANUFACTURER SHALL BE OUTSIDE THE BUILDING,SHALL BE LOCATED IN COMPLIANCE WITH SECTION M1506.2 OF THE WRC,AND 4.WINDOWS WITHIN 10'-0"OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING DEVICES. BOF BOTTOM OF FOOTING MIN MINIMUM 8. CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. BOT BOTTOM MIR MIRROR ASSUMPTIONS. 5.STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS: BOW BOTTOM OF WALL MISC MISCELLANEOUS 6.SUPPLY DUCTS WITHIN CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. OCCUPANCIES LESS THAN 10 BRG BEARING MTL METAL 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK,EXCEPT FOR 3257 THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF THE ARCHITECT. 7. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH 300 SQUARE FEET OF STAIR WIDTH 36"(Minimum) BSMT BASEMENT REGISTERED I BTWN BETWEEN CRAWLSPACE AREA. PLACE OPENINGS AS NEAR AS TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS TREAD WIDTH 10"(Minimum),6"Minimum for Winders N NORTH ARCHITECT 10.GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE(1)YEAR FROM DATE OF COMPLETION UNLESS VENTILATION. RISER HEIGHT 7 3/4"(Maximum) BUR BUILT UP ROOFING NA NOT APPLICABLE NOTED OTHERWISE IN CONTRACT. HEADROOM 80"(Minimum) NIC NOT IN CONTRACT 8.ALL CRAWLSPACE VENTS SHALL BE PROVIDED WITH 1/4"NON-CORROSIVE WIRE MESH. HANDRAIL HEIGHT 34"to 38"above nosing CAB CABINET NO NUMBER 11. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE,BUT SHALL BE PROVIDED AS IF DRAWN IN FULL. HANDRAIL GRASP 1-1/4"(Min)to 2"(Max) CAP CAPACITY NOM NOMINAL STU AYLOR SILK REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATED AS TYPICAL. 9. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EVERY 150 SQUARE FEET OF CAN CABLE TELEVISION NTS NOT TO SCALE STATE OF WASHINGTON ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH MINIMUM AIR SPACE ABOVE INSULATION FOR CROSS VENTILATION. 6.HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4"DIAMETER SPHERE CB CATCH BASIN 12. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF INTERIOR COLUMNS UNLESS THROUGH ANY OPENING. CIP CAST IN PLACE 0/ OVER NOTED OTHERWISE. 10.ALL ATTIC VENTS SHALL BE PROVIDED WITH 1/4"NON-CORROSIVE WIRE MESH OR APPROVED SOFFIT VENTS. CJ CONTROL JOINT OBSC OBSCURE 7.GUARDRAILS SHALL BE A MINIMUM OF 36"ABOVE FINISH FLOOR. CL CENTER LINE OC ON CENTER 13.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL,ELECTRICAL AND PLUMBING MOISTURE PROTECTION CLG CEILING OD OUTSIDE DIAMETER CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING 8.GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4"DIAMETER SPHERE CLKG CAULKING OD OVERFLOW DRAIN WITH WORK. 1.PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND THROUGH ANY OPENING. CLR CLEAR OH OVERHEAD FRAMING. CMU CONCRETE MASONRY UNIT OPNG OPENING 14.THIS PROJECT TO BE DESIGN-BUILD IN THE AREAS OF MECHANICAL,ELECTRICAL AND PLUMBING. CNTR CENTER OPP OPPOSITE 2. PROVIDE A MINIMUM OF 12"CLEAR BETWEEN WOOD GIRDERS AND EARTH. GLAZING NOTES CO CLEAN OUT PBD PARTICLE BOARD COL COLUMN PERF PERFORATED 3.PROVIDE A MINIMUM OF 18"CLEAR BETWEEN WOOD JOISTS AND EARTH. 1.ALL GLAZING TO BE(2)PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE. CONC CONCRETE PERP PERPENDICULAR CONST CONSTRUCTION PH PAPER HOLDER 4.PROVIDE A MINIMUM OF 8"CLEAR BETWEEN WOOD POSTS AND EARTH. 2.SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS. CONT CONTINUOUS PL PLATE CONTR CONTRACTOR PL PROPERTY LINE JOB SITE SAFETY 5.PROVIDE A MINIMUM OF 1"CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS. 3.SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS,OR TEMPERED GLASS. CPT CARPET PLAM PLASTIC LAMINATE 1.THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR 6.CAULK ALL OPENINGS THOROUGHLY. 4. REFER TO WINDOW SCHEDULE FOR ADDITIONAL REQUIREMENTS. CRV CONTINUOUS RIDGE VENT P PLYWOOD CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS. CSMT CASEMENT PO CRV POLISHED CT CERAMIC TILE PR PAIR 7. FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY BATHROOM NOTES CY CUBIC YARD PSF POUNDS PER SQUARE FOOT DESIGN ADM 2. PERIODIC SITE VISITS PERFORMED BY THE ARCHITECT SHALL NOT BE CONSTRUED AS STANDARDS. d PENNY PSI POUNDS PER SQUARE INCH SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS. 1.WALL COVERINGS IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO 72"(Minimum)ABOVE DRAIN INLET. D DEEP PT PRESSURE TREATED DRAWN ADM, ESH 8. METAL COPING AT PARAPET TO BE A MINIMUM OF 22 GAUGE GALVANIZED STEEL. D DRYER PTD PAINTED 3.THE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF 2.TOILET TO HAVE CLEAR SPACE OF 30"WIDE(Minimum)AND 24"CLEAR(Minimum)IN FRONT OF STOOL. DBL DOUBLE CHECKED WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR ACCESS,VISITS, USE,WORK,TRAVEL OR OCCUPANCY BY ANY PERSON. DIA DIAMETER QT QUARRY TILE DIAG DIAGONAL QTY QUANTITY DATE PERMIT SET 12-28-2017 FIRE PROTECTION DIM DIMENSION NIA. %, DN DOWN R RADIUS CONSTR. SET 3-15-2018 • 1.THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND IT'S ATTIC BY NOT LESS THAN THE FOLLOWING: DR DOOR R RISER DS DOWNSPOUT EXTERIOR RD ROOF DRAIN-NOT LESS THAN(1)LAYER OF 5/8"TYPE"X"GYPSUM WALLBOARD APPLIED TO ALL GARAGE WALLS. NOT LESS (EXTERIOR) REF REFRIGERATOR THAN(2)LAYERS OF 5/8"TYPE"X"GYPSUM WALLBOARD AT CEILINGS. DTL DETAIL REINF REINFORCING SITE WORK r _ DW DISHWASHER READ REQUIRED 4 DWG DRAWING -1-3/8"MINIMUM THICK,SOLID CORE,OR HONEYCOMB CORE STEEL DOOR, OR A 20-MIN. FIRE-RATED DOOR. RH RIGHT HAND 1.ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT RUN OFF OF MATERIAL 1 DWR DRAWER RJ ROOF JACKNENT TO ADJACENT PROPERTIES. T. -DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE,AND HAVE NO RM ROOM 2.FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS. OPENINGS INTO THE GROUP"U"OCCUPANCY. DRAWING LEGEND RO ROUGH OPENING E EAST RV RIDGE VENT REVISIONS 2. FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL MEMBERS SUPPORTING THE EA EACH S SOUTH 3.DOWNSPOUT DRAIN TO BE 4"DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE. r •c FIRE SEPARATION. SYMBOL DESCRIPTION REMARKS EJ EXPANSION JOINT SB SETBACK '. yy EL ELEVATION 4.FOOTING DRAIN TO BE 4"DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE l j SB SAND BLAST 3.ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE(1)LAYER OF 5/8"TYPE'X'GYPSUM WALLBOARD 0WINDOW SYMBOL See Window Schedule ELEC ELECTRIC SC SOLID CORE ON ENCLOSED SIDE. ELEV ELEVATION 5.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEPTIC AND/OR STORM WATER DETENTION 1, O SCHED SCHEDULE ENCL ENCLOSURE ENGINEER SYSTEMS. DOOR SYMBOL See Door Schedule SF SQUARE FOOT 4.SMOKE ALARMS SHALL MEET 2015 WASHINGTON FIRE CODE 907.2.11.2.SMOKE ALARMS SHALL BE HARDWIRED, ENG PROVIDED A BATTERY BACKUP,AND INTERCONNECTED WITHIN EACH DWELLING UNIT. IN ORDER TO REDUCE THE EQ EQUAL SHTHG SHEATHING CHANCES OF NUISANCE ACTIVATIONS,SMOKE ALARMS SHOULD NOT BE LOCATED NEAR KITCHEN APPLIANCES. 202 SPACE NUMBER See Finish Schedule EQUIP EQUIPMENT SHMTL SHEET METAL EW EACH WAY SIM SIMILAR EARTH WORK SPECS SPECIFICATIONS 5.SMOKE DETECTORS SHALL BE AUDIBLE IN ALL SLEEPING ROOMS,AND OUTSIDE EACH SLEEPING AREA EXIST EXISTING IN THE IMMEDIATE VICINITY OF THE BEDROOMS. GRID LINE EXT EXTERIOR SQ SQUARE 1.EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A MINIMUM OF 18" SS STAINLESS FB FLAT BAR SS STL STAINLESS STEEL BELOW LOWEST ADJACENT FINISH GRADE. 6.A MINIMUM OF(1)SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE. FD FLOOR DRAIN MATCH LINE STD STANDARD • 2.COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5%PASSING A 200 SIEVE. PLACE 7. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2"NOMINAL LUMBER. ® FF FINISH FLOOR STL STEEL Stuart Silk IN 8"LOOSE LIFTS AND COMPACT TO 95%MODIFIED AASHO DENSITY AT OPTIMUM MOISTURE CONTENT. FIN FINISH STOR STORAGE 8. FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING PLACES: 40'-8" VERTICAL FLASH FLASHING STRUC STRUCTURAL 3. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE T.O. Slab DATUM POINT FLR FLOOR SV SOFFIT VENT Architects DRAINAGE AS NOTED IN THE SOILS REPORT. FLUOR FLUORESCENT SYM SYMBOL CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT FND FOUNDATION ENERGY NOTES INTERVALS ALONG THE LENGTH OF THE WALL. Stone ~W SURFACE MATERIAL CHANGE FOC FACE OF CONCRETE T TREAD 2400 North 45th Street TEL TELEPHONE -INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES FOF FACE OF FINISH TEMP TEMPERED Seattle, Washington 98103 1.ALL WORK TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE(WSEC). FOS FACE OF STUD TEMP TEMPERATURE 206 728 9500 phone (i.e.Soffits) FRMG FRAMINGf DWG T&G TONGUE AND GROOVE 2.HEATING UNIT(S)TO MAINTAIN 70 DEGREES FAHRENHEIT AT 36"ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS SHT DETAIL REFERENCE FT FOOT/FEET THK THICK 206 448 1337 faX 24 DEGREES FAHRENHEIT,OR CURRENT REQUIREMENTS. -CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN. FTG FOOTING TO TOP OF generaloffiCe@Staartsilk.e0m 3.PROVIDE NIGHT SETBACK THERMOSTAT. 9.ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC. GA GAUGE TOP TOP OF PLATE GAL GALLON TOS TOP OF SLAB DWG SECTION CUT 10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: GALV GALVANIZED TOW TOP OF WALL 4.CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND FLASHING WHERE ® REFERENCE GFI GROUND FAULT INTERRUPTER TV TELEVISION INFILTRATION MAY BE POSSIBLE. GL GLASS TYP TYPICAL F E L D S I N E CLEAR OPEN WIDTH 20"(Minimum) GLB GLU-LAMINATED BEAM 5.SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. CLEAR OPEN HEIGHT 24"(Minimum) 1 GR GRADE U UNIFORM BUILDINGCODE REMODEL CLEAR OPEN AREA 5.7 s.f.(Minimum) INTERIOR GWB GYPSUM WALL BOARD UNO NO UNLESS NOTED OTHERWISE 6.SHOWER FLOW CONTROL LIMITED TO 2.5 GALLONS PER MINUTE,OR CURRENT REQUIREMENTS. SILL HEIGHT 44"(Maximum) 4 02 ELEVATION See Interior Elevations GYP GYPSUM REFERENCE 4002 OAKES AVE 7.ALL CRAWLSPACES TO HAVE A MINIMUM OF 6 MIL BLACK VISQUEEN GROUND COVER EXTENDED OVER THE TOP H HEIGHT VCT VINYL COMPOSITION TILE ANACORTES, WA 98221 OF THE FOOTINGS. LAP ALL JOINTS 12"MINIMUM. 11. PREFABRICATED FIREPLACES SHALL BEAR U.L.OR I.C.B.O.SEAL OF APPROVAL AND SHALL BE INSTALLED PER 3 HB HOSE BIBB VER VERIFY MANUFACTURER INSTRUCTIONS. HC HOLLOW CORE VERT VERTICAL 8. FIREPLACE(S)SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITH A MINIMUM OF 6 SQUARE HD HEAVY DUTY VG VERTICAL GRAIN INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY. 12.APPLIANCE GENERATING A GLOW,A SPARK,OR FLAME MAY BE INSTALLED IN THE GARAGE PROVIDED THE HDR HEADER HEATING ELEMENTS AND SWITCHES ARE 18"ABOVE THE FLOOR. HDWD HARDWOOD W WEST 9. METAL DUCTS OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED TO R-8 MINIMUM PER 2015 MATERIAL SYMBOL LEGEND HDWR HARDWARE W WATT WASHINGTON ENERGY CODE',SECTION R403.2.1.PROVIDE WEATHER BARRIER IF LOCATED ON THE EXTERIOR OF 13.GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL(CONCRETE). HGR HANGER W WIDTH THE BUILDING. HORZ HORIZONTAL WND WINDOW 14. CARBON MONOXIDE ALARMS SHALL MEET 2015 WASHINGTON FIRE CODE 908.7. USE OF COMBINATION SMOKE SYMBOL DESCRIPTION SYMBOL DESCRIPTION HR HOUR W/ WITH 10. HOT WATER PIPES SHALL BE WRAPPED WITH INSULATION(R-4 MINIMUM)PER 2015 WASHINGTON ENERGY ALARM/CARBON MONOXIDE ALARM DEVICES IS ACCEPTABLE. HT HEIGHT W/O WITHOUT CODE,SECTION R403.4.2. ( EARTH/COMPACT FILL ROUGH WOOD HWT HOT WATER TANK WD WOOD 15. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS,TORCH CUTTING OR WELDING OPERATIONS, i 11-1 i-i Tip FRAMING WP WATERPROOF OPEN FLAME WORK,GRINDING THAT PRODUCES SPARKS, ROOFING OPERATIONS,OR USE OF FLAMMABLE GAS ID INSIDE DIAMETER WR WATER RESISTANT 11.WATER HEATER(S)TO MEET 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT. 8 . 'o " �,� WS WOOD SCREW FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST o. 0 a "o.=,O GRAVEL/POROUS FILL / WOOD BLOCKING IDS INTERIOR DOWNSPOUT 12.MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: HAVING OBTAINED A SPECIFIC PERMIT FROM THE SEATTLE FIRE DEPARTMENT FOR THESE HAZARDOUS °:o ' ' o IN INCH WT WEIGHT ACTIVITIES.THIS INCLUDES DEMOLITION WORK. PLEASE CALL 206-386-1450 FOR FIRE DEPARTMENT PERMIT INSUL INSULATION WWM WELDED WIRE MESH CEILING R-38ADVORR-49(1"clearventspace) ' � CONSTRUCTION INFORMATION AND APPLICATION. 4 � z z INT INTERIOR CATHEDRAL CEILING R-38(1"clear vent space) , .a: a CONCRETE i PLYWOOD YD YARD ABOVE GRADE WALL R-21 16. IF THERE IS AN EXISTING UNUSED UNDERGROUND HEATING OIL TANK AT THE SITE, IT SHALL BE BELOW GRADE WALL R-21 (Interior) DECOMMISSIONED AND REMOVED FROM THE SITE IN ACCORDANCE WITH THE 2102 SEATTLE FIRE CODE CHAPTER j/ �� CMU/BRICK/STONE SET BELOW GRADE WALL R-10(Exterior) FINISH WOOD 57 AND SEATTLE FIRE DEPARTMENT ADMINISTRATIVE RULE 34.02.04.SUCH WORK SHALL ONLY BE CONDUCTED BY VENEER FLOOR R-30 A CERTIFIED UNDERGROUND STORAGE TANK DECOMMISSIONER,AND REQUIRES A 2102 SEATTLE FIRE SLAB ON WND&DO G DEADERS R-10 E R-10(First 24") DEPARTMENT PERMIT.CALL 206-386-1025 FOR PERMIT INFORMATION. • GENERAL NOTES GYPSUM WALL BOARD/PLASTER e Q BATT INSULATION 17. EGRESS,SEPARATION, FIRE PROTECTION SYSTEMS,AND EMERGENCY ACCESS SHALL MEET THE r 13.VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE INSULATION. REQUIREMENTS OF 2015 SEATTLE FIRE CODE CHAPTER 33 DURING CONSTRUCTION. CONTRACTOR MATERIALS STEEL AND OCCUPIEIVITIES SHALL NOT BLOCK ACCESS D..CONTRACTOR MATERIALS AND ACTIVITIESO OR EGRESS SHALL NOT BLOCK BLOCK ACCESS,OR IMPAIR FIREE ANY BUILDING WHILE THE ING IS SEPARATION IN jj/ OR OTHER METALS RIGID INSULATION 14.BLOWER015 DOOR SECTION TESTING:AIR LEAKAGE SHALL NOTEN EXCEED 5 AIR CHANGES/HOUR,S ALT ,SHALL BE TESTEDHE PER THE ADJACENT AREAS.THIS INCLUDES DEMOLITION WORK AND ALSO APPLIES TO NEIGHBORING AREAS,SPACES, THE 2015 WSEC,SECTION R402.4.1.2.PROVIDE A WRITTEN REPORT OF THE TEST RESULTS,SIGNED BY THE AND BUILDINGS. TESTING PARTY,TO THE BUILDING INSPECTOR,PRIOR TO APPROVED FINAL INSPECTION. • _ NATURAL STONE 15. 75%MIN. OF LUMINAIRES TO BE HIGH EFFICACY LUMINARIES PER WSEC. A-1 .1 10 © Q 0 © Q Q All drawings,specifications,plans,ideas, arrangements,and designs represented or / 91-5114" referred to are the property of and owned by Stuart Silk Architects whether the project for which 26'-0" 12'-0" 6'-0" 13'-4 3/4" 15'-7 1/4" P 1 / / i / < 18'-5114" q�" they are made is executed or not. They were 16'-0" 101-0" 9'-0" 3'-0" 11'-0" 2'-4 3/4" created,evolved,developed and produced for the / / / 1 3/4"i sole use on and in connection with this project and A-3.0 none of the above may be disclosed or given to or _ used by any person,firm,or corporation for any LINE OF[E]DECK ABOVE 1 use or purpose whatsoever including any other / project,except upon written permission of Stuart \ Silk Architects. T � / � C COPYRIGHT 2018 rt �j 6 rt — ��� [N]EGRESS DOORS. ARROWS 0 STUART SILK ARCHITECTS / / [ Imo— INDDICIATEACTIVEION LLEAVESBOLS 243.0 / [E]POSTS AND BEAMS TO REMAIN,TYP. / 1 1 O O 0 / / \ [E]EGRESS TO 3257 / REMAIN RTERED I ARCHITECTEGIS es A 4.0 o / [N] TR AN �- WITHEX[E]WALL ERIOWALL ABOVEIN PL E w [E] BEDROOM #1 sru NAYLOR K / REMAIN ESS TO [N]WINDOWS W/INTERIOR �� O / \ TE= INGTO (L NSILK 009HEAD TRIM TIGHT TO FIN.CLG. _ '9 / [N] HARDWOOD 7'-41/2" VENT TO EXTERIOR \ I l 1 / 0 / [E] GAME ROOM \ I [E] BEDROOM #2 [N] FIXTURES& VENT TO [N] EXERCISE W /X 004 100 CFM 010 / ® 006 FITTINGS,TYP. o EXTERIOR [N]HARDWOOD \ _ [N] HARDWOOD Q [N]HARDWOODN • o \ 5 INT-1.1 [E7 EA HI — — J III ��' l� — [N]FULL HEIGHT BOOK �� 11] '~ 100� M �' � SHELF o [N]LOW [N] CLOS. # I [NN],BATH tf '"„� I�\ REMOVE[E] ZNA ' — I'll) BOOK SHELF [E] CLOS. # 007 REMOVE[E] j/ I 005 �� PARTITION WALL \ — ZNi [E]CEILING 008 PARTITION WALLS o �c;lLE [N]TILE — -- EVALUATE STEM BEAMS TO [N]HDWD. [N]HDWD. o< 1 (i WALL AND DISCUSS to REMAIN _� 1 INFILL[E] DESIGN ADM OPENING (st FOR ADDITIONAL [N]PARTITION m 1 EO 4 1.0 �'�—� GLAZING,W/ARCH., —� I I OWNER&STRUCT. DRAWN ADM, ESH WALL WITH CASED OPENING [E] LOWER HALL d I t- \ CHECKED " PROVIDES» [�] LWEN � 3 5'-5 1/4" 4 INT-1.1 2 O 001 — — ADJUSTABLE HUWU 000 , 4'21/2" [N]FRAMING ,- i / o o r- — SttELVF _ _ . I i ABOVE[E]6'HIGH DATE PERMIT SET 12-28-2017 v _- <= 3 : [N] HARDWOOD CONC.WALL CONSTR. SET 3-15-2018 x = REMOVE[E] i i — — • zLLr; z .x�r' :. %""I II ;I — I J L [ o l 1 ® 1 PARTITION or �_ A o WALLS Q III UP ~ V o M [Elcorsn CI L N 1 I C [N]BUILT-IN WET BAR USING[El PLUMBING ® J [E BATH 1 / [E] MECH. 1 ROUGH-IN i 014 I I 002 I [E] STORAGE. 6'-10° REVISIONS A/V EQUIP.TO BE [E]STAIRS [N]TILE NO WORK 003 LOCATED IN LOWER W/[N]HDWD. ' [_^ �"� m [N]RESILIENT FLOORING CABINET TREADS [E]FAN D 1\ 5 D I 5' NT-1.0 6 01 • [E] MEDIA 7 _ [E] WINE 011 013 [N]HARDWOOD [N] HDWD. Stuart Silk IIIY - - - E 0 Architects 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 448 1337 fax \ generaloffice@stuartsilk.com 0_ • - (1.I I I FELDSINE REMODEL SEE A-1.1 FOR GENERAL LEGEND 4002 OAKES AVE [El SHOP FLOOR PLAN LEGEND ANACORTES, WA 98221 012 [E]SLAB ON GRADE ABOVE SYMBOL DESCRIPTION REMARKS NO WORK SEE SHEET A-1.1 GENERAL NOTES Occf I EXHAUST FAN VENTILATION SECTION 0sA SMOKE ALARM SEE SHEET A-1.1 GENERAL NOTES FIRE PROTECTION SECTION t NEW WALL (LINE OF STUDS) 2x STUDS @ 16"O.C. NEW FOUNDATION PER STRUCTURAL WALL t— — —1 NEW SOUND WALL STAGGERED 2x STUDS WITH ROCK WOOL SOUND BATTS 4111 r 1 EXISTING TO REMAIN - 1 C _ = EXISTING CONSTRUCTION TO REMOVE SET * NOTE LOWER FLOOR PLAN DIMENSIONS BASED AS-BUILT DRAWINGS.CONTRACTOR TO VERIFY IN-FIELD CONDITIONS PRIOR TO COMMENCING WORK. 0' 0 0 0 0 0 /iir LOWER FLOOR PLAN(19 /� SCALE 1/4"= 1'-0" PLAN A`2,O NORTH CO © O All drawings,specifications,plans,ideas, A-3.0 arrangements,and designs represented or O CO © O referred to are the property of and owned by CI CI OA Stuart Silk Architects whether the project for which 1 they are made is executed or not. They were I / 911-5 1/4" created,evolved,developed and produced for the E DECK TO sole use on and in connection with this project and REMAIN 26'-0" 12'-0" 6'-0" t3'-03/4" 15'-71/4" 18'-51/4" iez / none of the above may be disclosed or given to or 71/?�" 12'6 3/4" 9-4114" 3'-5 1/2" 2'-0" 7'-0" 3'-0" used bycorporationany r .1, 10.-71/4" any person,firm,or for - f use or purpose whatsoever including any other [E]EGRESS DOORS I r project,except upon written permission of Stuart TO REMAIN Silk Architects. O \ f � © COPYRIGHT 2018 \ STUART SILK ARCHITECTS p [N]AUTOMATED SHADES CONCEALED -\\\\<\ „.........____________> IN[N]wallop DECK TO REMAIN ti �FFIb� MILLWO♦�K,STAINED EXISTING RAILING WINNOW TO REMAIN [E] DECK 200 rarl I f 107 4 INT-3.0 2 [N]HARDWOOD M EQ. S41=w5I7i ® - NOWORK i kr w • .. O T - \ -I 1 'fll IC 3257 in O - - - en - ^ [E]WALLS TO [N] �\ ARCHITECT I [E]STEP pl$PLAY ` EQ S BE REMOVED T / —' -" CABq LEuSUBJECT�M ♦ �, \ REMAINESS TOif 7 �`� [AND CL SE TK 4Nil (�` STU AYLOR SILK / '♦ P E MASTER BED \ SYSTEM T.B.D. w "' I [ ] II STATE OF WASHINGTON 108 I : - - 1 CASING TIGHT r IH cosA o [E] DOOR TO BE / /� - _ ` - TO WALL N r— �♦ /� / E. REPLACED \ / 1 INT-2.1 [N]HARDWOOD - - - 10S. o -1 I [ Zo �— ♦ �j �� ♦ \ \� // / rt+ 4 INT-�'.2 2 \ [E] z, o \�</ �j �� ` I \\\ /// % / \ 1 D I F - _ �(N]� - ONDOW RMAIN o [E] / [N]DECORATIVE TIMBER POST,TYP. \ a [E ATTIC kr ,a = ELEVATOR j / j / �MI / - [E] BREAKFAST \ APPROX.LOCATION 5 106 ACCESS w O a \ / REMOVE NON-STRUCTURAL E.:, 17 \ / [N]CA OPENING OF[E] FAN ABOVE 8 INT-2.2 6 e _ s [E] BATH [E MILY / �j �j HOIjIZONTAL HEAD. [N]HARDWOODI n� PORTION OF[E]WALLQ ' b r 201 112 II' 1 ARCHED RE9SS - x [E]CAB. // �� BOVE N [E]SHEAR WALL TO REMAIN 7 I WD I • RASED ) NO WORK /�[N]HARDW ODD �� - ;o CEILING(DASHED) N ° Wi '`�, �j N / 3 INT-2.1 2 0 [N]INFILL BEHIND[E]WING WALL,TYP, q O rh FLOOR // �j // / / / s . - PRO PROVIDE RN]TOUCH-LATCH V C OSET CABINET _11 r DOOR 0 D •-<- -a- �� N CASED OPENIN 7 � A n ` / [E] OOR TO BE \ [ ] Cy}V EXISTING SAUNA TO BE / IZONTAL HEAT} [E]HALF WALLS TO REMOVE E MASTER BATH HDWD. STONE SALVAGED FOR POSSIBLE [ ] DESIGN ADM 2'-0" 5'-1 3/4" 4'-10 1/4" 4'-0 1/4" 2'-0" / LACED \ / ONFIRM HEAD EIGHT / of 0' FUTURE REUSE 105 12' 0" #fjg'0" �� �� K W/ARCH. //FURR N NICHE/ dir r IE]FAN Zo > IF REV/PROVIDE T PROVIDE _Luovit\ L_ T — — — — [N]STONE DRAWN ADM, ESH 18'-0" /� // IS1EAIANCE TO[E] FP7 - E0 VER.W)IOWNER I�I ,. = 'g INFILL CAI ABOVE W/[N] �� I �/ \ [E]WALL AND UPPER CHECKED `//�// // �\ / r T PL I EI IPRO�VID�1 I i CABINETSREMOVED TO BE DATE PERMIT SET 12-28-2017 //VERIFYCNCE / [E] HALL HDWD. STONE � �T� 1 © © O // 111 I° [E]ADJACENT [E]SKYLIGHT [E] CLOS. „ [E]FAN W/OWNER CONSTR. SET 3 15 2018 // TO[E]Ft /� �/ INT-2 I - [E]TUB TO BE �7 [N]C�jED OP NMG / ]HARDW D [SOWER UN. PROVIDE 104 REPLACED // / - [N]HAND I &GUARDRAIL WI STONE HDWD. o UPPER FLOOR PLAN ? D� 3 1 _ o [N]HDWD. I� J UP _ DECORAT METAL PICKETS -0 - �\ [N] FLOOR-MOUN SCALE 1/4" = 1'-0" / 1 -OFFS O�ENING U - - - _ ELEVATOR I Q INT-2.0 2 O 17 7 / TUB FILLER \ PROVID LEARANCE 0 0 FOR RE R. DOOR SWING CO, J 4 INT-2.3 2 W/[N] HDWD. _ [� FLOORING - - &[NI-WALLlia 3 l _�I 0 �' 3 SLOPED FINISHES ' ' ' [E]UPPER'BTTTAIR RUN TO REMAIN REVISIONS CLG. PLA TO[E] [E]ATTIC ACCESS 0sl L vF E ENTRY HALL I- -r TO REMAIN kr I [E]FIXED h I [ ] [E]SKYLIGHT _ c - SKYLIGHT O O CO a I I RE] KITCHEN tl; Si102 — I L- [E] STUDY r 11,3 [E[ h1/4 I r [N] TONE 103 [E]OPERABL I O O STAIR F SKYLIGHT [N]HARDWOO ]O NO TO REMAIN io s la I' RECONSTR T[E]STAIR LANDING. [N] HARDWOOD D 1L PROvID RAIL&GUARDRAIL r [E] [E]FIXED [TYp.OPAINTT ES] - HDWD. STONE IAL CKE-IS - D I 1 DW SKYLIGHT I 1 CABINETS,T IYP. [E1�S d Ihl REMOVE PORTION OF E ANGLED [f�]� A 1 RY/PANTRY - ]STONE j I WALL NORTH OF[E]VENT REMOVE[E]C I ET RETURN. R [CH C' r°T-r [E] CONSERVATORY [E]VENT TO REMAIN 'P Sr O RELOCATE[E] ItICTOISLAND II - [N]ARCHE CASED OPENING - 119 Stuart Silk € [ HALL ®[ --�_ 8- INT-2.4 6 TIGHT TO F YER SIDE WALLS / ° J NO WORK []J]OPENI]dP� El \�\ 7 [E]LOWER STAIR RUN ' [NI]CQNCEALE i_ C I — [ ]HQWD. TO BE REMOVED Architects ter 'lll� PIVOT DOOR °J] [N] CLOS. INT-2.0 2 101 [N]CASED - - V C s \J ♦ X - J �- r I --JrJ 100A - 1 INT-2.1 ��� [N]STONE _ OPENING % \ \ I 2400 North 4$th Street Ex,R. P I - - LOCATE APPLIANCES. ? `� INFILL CAVI ABOVE W/ N � \ © Seattle,Washington 98103 [E] POST,TYP. A d DER . / / //PROVIDE WASHER PAN W/ - PARTITION ALL. PROVIDE IE� I \ 206 728 9500 hone N '[ / TRAP&PRIMER. VENT Q // II \\ p 114� / / DRYER TO EXTERIOR �� PLASTER T MATCH[E] o o ` \ 206 448 1337 fax T N FOYER Q _ m [N]WALL COVERINGS - - - �T [ CENT ' o , Z �� �� \ eneraloffice stuartsilk.com [N]HDWD. generaloffice@stuartsillc.com/ // HDWD. STONE 1,00 z [E] POST,TYP. Ii i j [N]CASED o // \\ O O / OPENINGS IN]STONE - u I - o iE WALL 0 \ - - 1 OVERINGS,TYP. ` �� J -' — — "LEGEND FELDSINE[EI OPENING ,nREMOVE[E] PANTRY. REI V 1 ODEL2 [N] G LEERY Fv,TTEN CEltwc qT HALL FLOOR PLAN LEGEND T3'-51/4„ 12'-2" SEEA-7.7 FOR GENERA -- - ' I [N]WALL AND INTERIOR DOOR REMOVE[E]BUILD OUT 4002 OAKES AVE (N]H11 (RDWOOD AND DISPLAY / SYMBOL DESCRIPTION REMARKS ANACORTES, WA 98221 - IN-GUST-GM-NON-COMBUSTIBLE - t- ❑ SEE SHEET A-1.1 GENERAL NOTES CUT LIMESTONE FOUND FOR mom] EXHAUST FAN VENTILATION SECTION N DINING [E]FIREBOXE]BAY WINDOW TO - [ OR 4 INT-2.4 2 REMAIN. PROVIDE[N] [N]ENTRY DOORS,SIDELIGHTS,AND ®SA SMOKE ALARM SEE SHEET A-1.1 GENERAL NOTES E' _ in-CLEARANCES T9{C(DMBUSTIBLES- - + WINDOW SEAT. \,\ TRANSOM ABOVE, IN EXISTING FIRE PROTECTION SECTION RELOCATE[€� OPENING. CONFIRM HANDING OF NEW WALL BASEBOARD RADIATOR ACTIVE LEAF W/OWNER (LINE OF STUDS) [N]H�R WOOD I I 2x STUDS @ 16"O.C. TO UNDER WINDOW NEW FOUNDATION PER STRUCTURAL SEAT. PROVIDE[N] I WALL �C EENS TO CONCEAL [E]PORTICO TO REMAIN STAGGERED 2x STUDS WITH SCREENS TO CONCEAL 1- - -I NEW SOUND WALL ROCK WOOL SOUNDS TTS I WITH J EXISTING [N]STAINED ARCHED 20-MIN. TO REMAIN I RATED DOOR W/CLOSER, C EXISTING LliGASKET&THRESHOLD TO REMOVE CONSTRUCTION 0 V A _ E______y i 0Y3-...-% SET L [E]CLOSET TO BE © II 3 * NOTE J� [E]POSTS,TYP. RECONFIGURED 7 II // A-3.0 DIMENSIONS BASED AS-BUILT DRAWINGS.CONTRACTOR TO VERIFY IN-FIELD MAIN FLOOR PLAN CONDITIONS PRIOR TO COMMENCING WORK. UPPER FLOOR PLAN 26'-0" [N]DOOR 12'-0" 6'-0" 131-4 3/4" 15'-7 1/4" / / / / / 91'-51/4" / O 0 0 0 © 0 0771, MAIN FLOOR PLAN A-2.1 CO PLAN SCALE 1/4" = 1'-0" NORTH 0 0 0 O 0 0 0 0 0 All drawings,specifications,plans,ideas, arrangements,and designs represented or referred to are the property of and owned by - Stuart Silk Architects whether the project for which . they are made is executed or not. They were I / sole created, se on and in connection with this produced project and none of the above may be disclosed or given to or L P1 ` —I used by any person,firm,or corporation for any use or purpose whatsoever including any other I — ---_ ---_ __ project,except upon written permission of Stuart -� Silk Architects. __ © TITECTS L I i ''--, _ _ \ REGISTERED f Il \Il`\ — ARCHITECT S \� ALIGN — -„ — L STU AYLOR SILK 1- --I' ALIGN _ i. STATE OF WASHINGTON I I it — � [E] PIER S [E]STEPS TO [ STUCCO O O / [E]RAILING [E]RAILING o FINISH 2 1 _ j /// [E]DECK. NOTE: [E]DECK. NOTE . . I I hi V LOWER LEVEL LOWER EVEL [ n 1 , I I [�FIXED , .. � -�, II N FIXED OMITTED FOR OMITTED FOR \ / \+Ill WINDOWS f CLARITY CLARITY WINDOWS ALIGN ALIGN // / ALIGN .I?I [E]WALLS W/SHINGLE SIDING - 1 — [E] DECK FRAMING I. 3 / \ / \ • / \ / \ / I / ALIGN OPEN 7I :' / O O ALIGN• DRAWN ADM, ESH - \ \\ CHECKED L. \, ,/ \.// \ DATE PERMIT SET 12-28-2017 \ , CONSTR.SET 3-15-2018 [N] INFILL WALL W/ [E]PIER STUCCO FINISH UNDER[E]DECK [N]INFILL WALL WI STUCCO [N]DOORS. ARROWS AND FINISH UNDER[E] DECK IDENTIFICATION SYMBOLS INDICATE ACTIVE LEAVES 0 PARTIAL EAST ELEVATION 0 PARTIAL NORTH ELEVATION SCALE: 1/4„= 11_0„ — �_. SCALE: 1/4" = 1'-0" REVISIONS O 0 0 0 0 0 0 Stuart Silk _ Architects 2400 North 45th Street — i / Seattle, Washington 98103 206 728 9500 phone \ 206 448 1337 fax stuartsilk.coln . generaloffice@ r FELDSINE REMODEL _ _ / AL—HI __ ! 4002 OAKES AVE // ANACORTES, WA 98221 i _ I I [E]GARAGE ROOF IN FOREGROUND , / �\ (DASHED) / [E]PORTICO \ O I' l�,lA� c CONSTRUCTION \ s/ SET I [N]DOORS,SIDELIGHTS, AND ARCHED TRANSOM EXTERIOR ELEVATIONS IN[E]OPENING. CONFIRM HANDING OF ACTIVE LEAF WI OWNER 41111 SOUTH ELEVATION SCALE: 1/4" = 1'-0" A-3.0 EXTERIOR DOOR SCHEDULE All drawings,specifications, plans, ideas, SYMBOL LOCATION ROOM DIAGRAM TYPE SIZE(TO BE FIELD VERIFIED) FINISH U REMARKS arrangements,and designs represented or referred to are the property of and owned by O [N] FOYER 100 - DOUBLE OUTSWING FIT WITHIN [E]OPENING STAINED 0.30 W/SIDELIGHTS&ARCHED TRANSOM; TEMP. GLAZING Stuart Silk Architects whether the project for which they are made is executed or not. They were O created,evolved,developed and produced for the [N] EXERCISE 004 DOUBLE OUTSWING MATCH [E] MATCH [E] 0.30 TEMP. GLAZING; EGRESS DOORS sole use on and in connection with this project and O [N] EXERCISE 004 none of the above may be disclosed or given to or DOUBLE OUTSWING MATCH [E] MATCH [E] 0.30 TEMP. GLAZING; EGRESS DOORS used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart EXTERIOR DOOR SCHEDULE ORGANIZATION Silk Architects. © COPYRIGHT2018 STUART SILK ARCHITECTS 1.New exterior doors are called out with a single letter(Example: A,B,C...). 2. Labeling begins at the south elevation and proceeds clockwise. 3.New main level doors are labeled A. 4. New lower level doors are labeled B and C. 5. Existing doors to remain are not labeled. . �.- WINDOW SCHEDULE Y a; SYMBOL LOCATION ROOM DIAGRAM TYPE SIZE (TO BE FIELD VERIFIED) FINISH U REMARKS 3257 REGISTERED OARCHITECT 1 [E] MASTER BED 108 FIXED SEE 1/A-2.1 &2/A-3.0 MATCH [E] 0.30 CONFIRM HEAD&SILL HEIGHTS W/ARCH. �' i . O [E]CLOSET 106 FIXED SEE 1/A-2.1 &2/A-3.0 MATCH [E] 0.30 CONFIRM HEAD&SILL HEIGHTS W/ARCH. r O [N] EXERCISE 004 FIXED 6'-0"WIDE X 2'-0" HIGH MATCH [E] 0.30 INTERIOR CASING TIGHT TO FIN. CLG. 'ru+ nN YLoR SILK ifi_ :, ' STATE OF WASHINGTON WINDOW SCHEDULE ORGANIZATION 1.New windows are called out with a single number(Example: 1,2,...11, 12). 2. Labeling begins at the south elevation and proceeds clockwise. t3sm #" 3.New main level windows are numbered 1 and 2. ' ` 3.New lower level windows are numbered 3. y 4. Existing windows and skylights to remain are not numbered. u ,F t fi ' R , ; ' ° e } O !EEDADMESH DATE PERMIT SET 12-28-2017 wv t / h� " �s �� .. 1/IA-2�1 FOR ATTIC ACCESS 3 r € CONSTR. SET 3-15-2018 [E] ROOFING,SHEATHING& r FRAMING. VERIFY PRESENCE OF t _ ���Y�r�Y� �Y�Y�� ��Y� CONTINUOUS RIDGE VENT tth. illiki_ [E]51/4"X 91/2"PSL BEAM(VER.) " x [E]K-LINE GUTTER " 4. [N]CEILING JOISTS PER TABLE R802.4(1) j REVISIONS t &rr.' m W/R-49 BATT INSUL. VERIFY JOIST ° [E]CONTINUOUS VENT ATTACHMENT W/STRUCT. •c� [E]T$G SOFFIT1. el ',& . t i i 1 5/8"GWB, PTD. o JN]INFILL WALL ASSEMBLY: ' • STUCCO SIDING TO MATCH EXISTING - w n r ' C0 • VAPOR PERMEABLE WEATHER w ►� RESISTANT BARRIER(DASHED) A < " • 1/2"CDX PLYWD. SHEATHING Ilk K, e [E CLOSET ��'�. o [E] DECK • 2X6 STUDS 16"O.C.W/R-21 BATT INSUL. r. >.,. * i 106 I • 5/8"GWB, P D.W/VAPOR BARRIER ca - N- 107 APPROVED PVA PRIMER(2 COATS MIN.) i . J 1 • 'ti, [E] GAURDRAIL<, T Stuart Silk [N]RIM BLOCKING&R-21 BATT INSUL. ' [E]DECKING Architects [N] FINISH FLOORING PER PLAN 2400 North 45th Street [N] H [E] FLOORING Seattle, Washington 98103 , 206 728 9500 phone �\"I 2064481337faxir [E] DECK FRAMINGgeneraloffice@stuartsilk.corn\j] [E]5 1/4"X 14"PSL BEAM(VER.) x :/i Ix [E]6X10 BEAM(VERIFY)[E]2X10 JOISTS(VER.) / \ r E L D V I 1 V E [N]5/8"GWB,PTD. [N]HEADER PER STRUCT.W/R-10 RIGID INSUL. [N]CASING, PTD. MATCH EXISTING PROFILE REMODEL 4002 OAKES AVE 1 L [N]WD.TRIM PER INTERIORS ANACORTES, WA 98221 °� > [N] LIQUID-APPLIED WATERPROOFING(PROSOCO EXTERIOR SPACE [N]HEAD FLASHING W/HEMMED EDGE. +i o OR APPROVED EQUAL)@ ALL SIDES OF OPENING LAP WRB OVER FLASHING Ell [N] EXERCISE [E]6X6 POST BEYOND(VERIFY) 004 [N]CLAD OUTSING DOOR UNIT(U=0.30 MAX.) [N]FINISH FLOORING PER PLAN OVER REINFORCED CONC.SLAB PER STRUCT.OVER 6 MIL VAPOR RETARDER(DASHED)OVER R-10 [N]SS. FUL.SILL PAN W/WELDED END DAMS. RIGID INSUL.OVER 4"FREE-DRAINING GRAVEL SET IN FULL BED OF NON-SKINNING BUTYL FIN.GRADE. SLOPE TO DRAIN AWAY FROM • BUILDING. + lt RSi! j\ \ / / / CONSTRUCTION \��\\\-\>-\\ \\: \/\\\_ \-\\\ \\/\/\\\�' /0,-- SET \\\ :\\\/\\\\\\) \\� cj\\_\\\\%\_ \\\\\4\\\\\�\/ SNTRUCT.ENED SLAB EDGE PER WALL SECTION OWALL SECTION @ [N] EXERCISE ROOM 004 SCALE: 1/2" = 1'-0" DOOR & WINDOW SCHEDULES A-4.0 ELECTRICAL SCHEDULE ELECTRICAL NOTES All drawings,specifications, plans,ideas, arrangements,and designs represented or SYMBOL ITEM MANUFACTURER MODEL COLOR/FINISH LAMP REMARKS 1. PER WASHINGTON STATE ENERGY CODE,50%OF ALL INTERIOR LIGHTING TO BE HIGH EFFICACY LUMINAIRES. 10.Provide"As built"drawing of routing for telephone,stereo,TV cable,and security wiring. referred to are the property of and owned by Architect will provide base sheets for Contractor mark-ups. Stuart Silk Architects whether the project for which Switch LUTRON TBD TBD N/A ALL LIGHT FIXTURES ON DIMMERS 2.PER WASHINGTON STATE ENERGY CODE, EXTIERIOR LIGHTING ATTACHED TO THE BUILDING MUST BE HIGH EFFICACY they are made is executed or not. They were - OR CONTROLLED BY A MOTION CONTROL AND AN INTERGRAL PHOTOCONTROL PHOTOSENSOR. 11.Telephone and cable jacks to be field located with Owners. See REMARKS for quantity. created,evolved,developed and produced for the t 3 way switch LUTRON TBD TBD N/A sole use on and in connection with this project and s 3.OWNER,ARCHITECT, GENERAL CONTRACTOR,AND ELECTRICAL CONTRACTOR TO BE PRESENT FOR LAYOUT WALK-THRU 12. Paint all recessed can trim rings to match ceiling color. none of the above may be disclosed or given to or a 4 way switch LUTRON TBD TBD N/A PRIOR TO ROUGH-IN. used by any person,firm,or corporation for any Automated shade switch LUTRON TBD TBD N/A 13.Smoke Detector requirements&guidelines: use or purpose whatsoever including any other n 4. GENERAL CONTRACTOR TO PROVIDE DEADLINE TO OWNER FOR SELECTION AND DELIVERY OF ALL OWNER SUPPLIED FIXTURES. (a)Shall be installed on all floors and in basement. (b)Shall be installed in all sleeping rooms. project,except upon written permission of Stuart in Silk Architects. Outlet,duplex LUTRON TBD TBD N/A Traditional style (c)Shall be installed at points centrally located in the corridor or 5.ALL OUTLETS SHALL BE MOUNTED VERTICALLY, 12"AFF, UNLESS NOTED OTHERWISE. area giving access to each sleeping area. COPYRIGHT 2018 Outlet,ground fault LUTRON TBD TBD N/A Provide reset location map for Owner (d)Shall receive their primary power from the house wiring. STUART SILK ARCHITECTS toFi 6.ALL SWITCHES SHALL BE MOUNTED VERTICALLY,42"AFF, UNLESS NOTED OTHERWISE. (e)Shall have battery backup power. FL Floor outlet Thomas&Betts 665-CST-M-BRS Brass N/A Recessed floor outlet. Provide Low Voltage port option (f) Shall emit a signal when battery power is low. 7.ALL ADJACENT SWITCHES SHALL BE GANGED IN A SINGLE BOX WHENEVER POSSIBLE. (g)Shall be interwired to sound an audible alarm in all sleeping areas. Pendant light Owner supplied (h)Shall be installed in accordance with approved mfg instructions. PEND 8.ALL DIMENSIONS ARE TO CENTERLINE OF JUNCTION BOX OR CENTERLINE OF FIXTURE. Surface mount light Owner supplied -Etti 9.OUTLETS SHOWN ARE SPECIFIC TO OWNERS'DESIRES. ADDITIONAL OUTLETS REQUIRED BY CODE OR EQUIPMENT _=0 Closet light Contractor suggested TBD SIZE LENGTHS TO CLOSET OPENINGS SHALL BE INCLUDED IN THE ELECTRICAL PRICE. = ==uc Under cabinet light HAFELE 833.77.173 TBD 2700K SIZE TO CABINETRY;ENSURE TRANSFORMER&DIMMING COMPATIBLE WITH SWITCHING — ==== == tt PP A Under cabinet light&plug mold strip HAFELE/LEGRAND 833.77.173/V20GB506 OR SIM TBD 2700K SIZE TO CABINETRY;ENSURE TRANSFORMER&DIMMING COMPATIBLE WITH SWITCHING 3257 REGISTERED LEI Utility light Contractor suggested TBD LED ARCHITECT OR Recessed downlight JUNO 4"UNIVERSAL 204HZ-WH PAR20 LED 1 STU g SILK Q Recessed downlight,wet location JUNO 4"UNIVERSAL IC-20SHOWER 216HZ-WH(TBDFIELDMOCKUP) PAR20LED LENSED FOR WET LOCATION ALL LIGHT FIXTURES AND LAMPS TO BE REVIEWED R2 AND APPROVED BY OWNER AND ARCHITECT PRIOR STATE OF WASHINGTON 0 Recessed downlight,adjustable JUNO 5"UNIVERSAL IC 216HZ-WH(TBD FIELD MOCK UP) PAR 30;2700K;90CRI OR BETTER R3 TO ORDER. 0R4 Recessed downlight,adjustable JUNO 5"UNIVERSAL IC-GIMBALED 216HZ-WH(TBD FIELD MOCK UP) PAR 30;2700K;90CRI OR BETTER GIMBALED FOR SLOPING CEILING AND/OR ART ILLUMINATION 0R5 Recessed downlight JUNO 2"MINI LED DOWNLIGHT WH PAR 30,2700K;90CRI OR BETTER Esc Wall sconce Owner supplied ELECTRICIAN TO VERIFY COMPATIBILITY OF Exterior light Owner supplied EXISTING LIGHT FIXTURES, NEW LIGHT FIXTURES, - AND LAMPS WITH NEW DIMMING CONTROLS. Ex-IG Exterior up light B-K Lighting BKSSL 7"Sq.Adjustable Well Star m(cfro Exhaust fan PANASONIC Per cfm requirement Match wall/ceiling surface N/A C.F.M.as noted,vent to EXT1erior,switch separately osA Smoke alarm (per Electrician) (per Electrician) Ivory N/A See#11 ADJUSTABLE TRIM IS AVAILABLE IN FINISH AND BULB LOCATION OPTIONS. PROVIDE MOCK UP FOR 0 swco2 Smoke alarm w/carbon monoxide (per Electrician) (per Electrician) Ivory N/A See#11 CIVAULTED AND ART LOCATIONS PER ARCHITECT FOR Bell button To be determined NIA APPROVAL PRIOR TO COMPLETE TRIM ORDER DESIGN ADM m Chime To be determined - - N/A - 112 Speaker - - Match wall/ceiling surface N/A DRAWN ADM, ESH VERIFY REPLACEMENT OF EXISTING RECESSED CAN CHECKED MD Motion detector (per Electrician) (per Electrician) Match wall/ceiling surface N/A Direct towards doors inside closets Thermostat vory NIA LIGHT TRIMS TO MATCH NEW W/ OWNER DATE PERMIT SET I2-28-2017 111 9.6.2Q3ONSTR. SET 3-15-2018 ® Speaker jack - - Ivory N/A - ® Security panel - - Ivory N/A - © Television cable - - Ivory N/A Provide(XX)jacks(see#9) 7 Telephone jack - - Ivory N/A 8 line capacity,provide(XX)jacks(see#9) TMULTIPORT - - Ivory N/A Provide(XX)jacks(see#9) REVISIONS Stuart Silk Architects 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 448 1337 fax generaloffice@stuartsilk.com FELDSINE REMODEL 4002 OAKES AVE ANACORTES, WA 98221 NOTE ELECTRICAL PLANS SUBJECT TO MODIFICATIONS OF INTERIOR DEVELOPMENT. CONSTRUCTION SET ELECTRICAL SCHEDULE E-1 .O All drawings,specifications, plans,ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the sole use on and in connection with this project and none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart Silk Architects. - - © COPYRIGHT 2018 1 N --I- \ \ STUART SILK ARCHITECTS II / I I // III / // � ` -� a, il K • \ ? T GISERED I tilla ri: \ // C TECT v /• / - -_R1 - _- R Ri_. t R1 _. / I I/ 7v\` K----___. CONFIRM FLOOR RECEPT. p STATE OF WASHINGTON / LOCATION W/OWNER / / PROVIDE LV CONNECTION EXISTING LIGHTING TO R1- \ R' / REMAIN 7 FL a / EXISTING K----__ / LIGHTING TO REMAIN + R+ io R+ R' 7 3 ?EA d S • 0. 401 `1R W___- . _ V ` SM R1Ri Z EXISTING sM ^R, c. DESIGN ADM LIGHTING TO R2 11-8" W REMAIN -7 / r DRAWN ADM, ESH �/ 4 2'-0 3/8" '� M1 R+ R1 CHECKED DOOR _[_.I IE]SA =i9`. M '•T_ W DATE PERMIT SET 12-28-2017 Wg a M " R+ 7R1 CONSTR. SET 3-15-2018 \ f/ \�y U S4 /j/ o / u ce +Y1Ek< '.' R1 <s\ v —3Tj \ J / - `.. 7_„Inaprir. ' C'R2 _ K. N+ �. d; e$+ t �` , ' R+ R1 O O ,x >:.am '�fi-.m.= a '�c 11M�� $a y EQ. 3'�" w q 8 3 `, 1 a; ss hNffi5 - - __ I Mil — , A -. •RI_._ _ _ •�SC �.A _.-. RI O le 1' 4 _. ..0 IhI 4 `� R3 w [E]coisA _ - ;"", f I. CABINETRY u I " OORIll DOO ` O ` EXISTING REVISIONS ` E PROVIDE(3) LIGHTING TO DOOR ADDITIONAL CANS ORi _ TO L EXISTING REMAIN 7 iiii SWITCH WITHc7GUGHl]NGTO GENERAL \Er AIN t E CABINETRY OR II'1 LEVEL LED II l .y ` EXISTING i LIGHTING TO j REMAIN 7 Stuart Silk ` GXISING Architects LIGHTING TO REMAIN I 7 2400 North 45th Street Seattle,Washington 98103 206 728 9500 phone 206 448 1337 fax m I A� 5- generaloffice@stuartsilk.com a! r5 Ct_peteN Pe- 4eAns - FELDSINE NOTES: Pm th11 -4' aL1 REMODEL 1. EXISTING EXTERIOR SCONCES AND EXTERIOR 4002 OAKES AVE `— EXISTING RECESSED FIXTURES TO REMAIN,TYP. LIGHTING TO G�G2 � �_- )I s.2 a s-tA ANACORTES, WA 98221 REMAIN 7 2. EVALUATE LOCATIONS WHERE EXISTING LIGHTING IS INDICATED TO REMAIN,AND NOTIFY c O- -2 t h ARCHITECT OF ANY CONFLICTS WITH NEW WORK OR EXISTING ITEMS TO BE REMOVED. 3. FIELD LOCATE ALL DECORATIVE LIGHTING AND FLOOR RECEPTACLES WITH ARCHITECT AND INTERIOR DESIGNER. I h * NOTE CONSTRUCTION DIMENSIONS BASED AS-BUILT DRAWINGS.CONTRACTOR TO VERIFY IN-FIELD SET CONDITIONS PRIOR TO COMMENCING WORK. LOWER FLOOR ELECTRICAL PLAN 0 LOWER FLOOR ELECTRICAL PLAN SCALE 1/4"= 1'-0„ PLAN NORTH E-2.0 ■ .a a _ - fi S" C 0 A I a- .. et, O& -000-r- 7�r All drawings,specifications,plans,ideas, S arrangements,and designs represented or referred to are the property of and owned by . 1 S Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the * NOTE sole use on and in connection with this project and none of the above may be disclosed or given to or DIMENSIONS BASED AS-BUILT DRAWINGS.CONTRACTOR TO VERIFY IN-FIELD used by any person,firm,or corporation for any CONDITIONS PRIOR TO COMMENCING WORK. use or purpose whatsoever including any other NEW EXTERIOR FIXTURES project,except upon written permission of Stuart Silk Architects. 1,6" IN EXISTING LOCATIONS 1,-0. u —_ © COPYRIGHT 2018 STUART SILK ARCHITECTS ri SHADESVi,:-.4 I I • •Ra l / :AUTOMATED 1 IA, I — -SMADES— —"_— j c. � I� mDw 1 I— Y' 'O ' : WINDOW •Ra 13/4" Fc w •� —e "�I T 3257 REGISTERED I O I/I _— r i It" v ARCHITECT — I I R4 w NTURE �� NEW EXTERIOR FIXTURES �� I IIIIIIIVIIIl I I Cs:LISo • vEwEOUlFv • IN EXISTING LOCATIONS qi L _____ F POWER / ,� — � a �de_T ou�EMrs �� �� . 1 I w ° "`�� ' PiN1 R4 DD/ --1K-----: 14 �♦ y o- � �— — � / /, II � v 2 / l/ / �� � , III � I �II ♦ / �`� �a EXISTING I U III III II -DOOR ♦ \ LIGHTING TO / /\\ +' ` \\\ // / REMAIN \ / / o R4/ \ \� �_ PEN" /( _ 4' 40, - _• � � /— //� \ - - - �l 111111111\111111111MF . 1 / EXISTING / ��' • ' /� / / GHTING TO7 •Rs / ' // R —t — _ EXISTINGITC i / TO REMAIN / / \ /// CABIN:) CA: k - LIGHTING REMAIN NTO 1-8"j 4 LE L sn c4 // / / // 1.111.9cen __EQ. --y— ° } - 0. �9" 7 — DOOR e COSTING _ LOCATIONS - �. // / � \ / i r DESIGN : ESH NFIR S . �`\ 1 - - - _ —1/ z'-� d DRAWN C2 UPPER FLOOR ELECTRICAL PLAN // / / j / , / ! II ♦► $• r / J CHECKED SCALE 1/4„ = 1,_0„ // `< 4 L— Sior / // �� a �\ ��� / \ _ MD — it. DATE PERMIT SET12-28-2017 \c n / '� LIGHITINIG TO us:, 4 sTING a / // 1IiEZ, c '� IT c \ REMAIN CONSTR. SET 3-15-2018 1 I :e. EQ. n n- 12 .._ _u �,, // // • \ I R3• I •- 1j'1 •p •R LIGHTING TO l‘ III scifit c 1 P ORa_ — e I %g "� s REMAIN • • • . i WAN 1 1 WQO / O f. :11111 co/SA LEI SA . - 0 0 - REVISIONS'Ri � Ila • s • I I I f _ • _ Si- - 2 re �l O FirI I TO UPPERII I I I ` EXISTING t PEN sw Glv' iil O LOWER ice LEVEL • ®R - •RaLIREMAIN GHTING 01 i T ,• R1 1I NOTES: ` I I — — — I FlxruTFk G o�R - -im sc LEVEL r Illlo� O 1. EXISTINGEXTERIORSCONCESANDEXTERIOR �— IKIU NEWFB DREs o , p C R . a R4 2. EVALUATE LOCATIONS WHERE EXISTING Z —J= v ' I I 1 k LIGHTING IS INDICATED TO REMAIN,AND NOTIFY R3 Rs R3 ARCHITECT OF ANY CONFLICTS WITH NEW WORK ' `� I I I Stuart Silk OR EXISTING ITEMS TO BE REMOVED. ' �� • ,_ I '�t00 CFM I I Ci J II " I 1- 3. FIELD LOCATE ALL DECORATIVE LIGHTING AND ' I r1 Ew r ,R3 I I •Ra W Ra� O 1 1l chltects f FLOOR RECEPTACLES WITH ARCHITECT AND : RC • ib.T III - - EXIS i,I. INTERIOR DESIGNER. c_--= RG w Ert �� oRVR IGHTINGTO - - - -- _ 24�ONOrth45thStfeet - ii� a. •PENIN ® U CO REMAIN Seattle, Washington 98103 B I. t _€ /ii/l \\ 206 7281337 phone _ c / // I \\ \\ 206 4481337 fax STING o-- • o DOOR EQ. OP NG i \\ Q 1'-6" ,r �� ? ING TO I I R3 R3 PEND5. // I \\ generaloffice@stuartsilk.com REMAIN — — Ezlsn uFrANo O // // �\ Q Q LOCATION To 7 R9 `n / // // I A\ VA /� .R3 • _ � JRB °� \\1411 / ," ! . \\\ , FELDSINE � '� au - ' - EQ. EQ. �,� REMODEL , i.Ra DOOR 4002 OAKES AVE — _ — _ _ _ 1�T ANACORTES, WA 98221 I , I I _ i ' = I EXTERI• t R3 I I III I •R3 I I I \ EXTERIOR FIXTURES AT EQ. EQ-4 — No i1I — - — > ENTRY PORCH TO REMAIN > > ReDuceDCANo' / FOR LOCATION ON ,. .I • R3 BEAM •tI ',� �.. I — J 1 r = W _ , J I - - I — CONSTRUCTION - - � - __ ORB R4 W Ra • l` �- R3 - R �RQ J R4 SET GG$,4 I l X E MAIN & UPPER FLOORS DooRi — ELECTRICAL PLANS MAIN FLOOR ELECTRICAL PLAN PLAN SCALE 1/4"= 1'-0" NORTH E-2.1 All drawings,specifications, plans,ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which O.B.WILLIAMS LINEN CABINET RECESSED 3/8"HTEMP.ENCLOSURESTARPHIRE they are made is executed or not. They were 061247, PTD. LINEN CABINET E SHOWER WI ADJUSTABLE SHELVING EASED&POLISHED EDGES created,evolved,developed and produced for the sole use on and in connection with this project and r � I ����I�� ia■� none of the above may be isc ose or given to or �� I used by any person,firm,or corporation for any 1■ a / fl1 i� _I use or purpose whatsoever including any other _ 1 mos / ���= ..� I project,except upon wr tten permission of Stuart• T �� / , � NOTE: TILE SHOWN Silk ArchitectsIr..� / 1♦��■ DIAGRAMMATICALLY. — _ _ T �_ /' I CONFIRM TILE LAYOUT O COPYRIGHT 2018 r STUART SILK ARCHITECTS NM i / I � I AND SIZE/LOCATIONOFSHOWERNICHEW/ I_, l 1� INTERIORS — `L f MIN i- �TO • IlrEXERCISE ROOM SHOWER ENCLOSURE . ;• E5IEiER 1`-�I� I — J —41717 INI i l N 3257 [ _ REGISTERED ` IZ>' y o - ARCHITECT . --L LT-/-I I 1 --1111 elll — i SCHLUTER CORNER STU AYLOR SILK STRIP FOR TILE STATE OF WASHINGTON MITER BASE& RETURN TO WALL OBATHROOM 005 - NORTH © BATHROOM 005 - EAST SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" DESIGN ADM DRAWN ADM, ESH CHECKED ___-_ _ -I I- -I r . „ � i DATE PERMIT SET 12-28-2017 ■mm�:��m■■ CONSTR. SET 3-15-2018 SHAMPOO NICHE W/ ��m'J�o ■ - • 2 CM STONE LINER& ■ENNEMII�—■■ / ' 1/4"TEMP. GLASS 1.01= ■ I / RECESSED MEDICIN I� . LINE OF WALL IN SHELF WI POLISHED ���1M�_ . // CABINET PER INTER . / ROBE HOOK PER FOREGROUND EDGE ■NNI• NII•Iaii■ 11 (DASHED) �=;�=■_. / / / INTERIORS INT-4.0 I■= �-� \ 2 CM STONE SLAB �■■I��'�■ \ BACKSPLASH PER / 30"TOWEL BAR ■■■�l��1'■■■ \ INTERIORS / PER INTERIORS • NE�■■`��ri�■ \ UNDER CABINET REVISIONS OPEN TO p/ �� ■■�����■�■' A STONE SLAB / TO GAME ROOM T LIGHTING&PLUG �rl��ll][�■ BEDROOM#2 r MOLD,TYP. ■��/ ���1■■■I Mara COUNTERTOP PER \ 005 010 7 M MItMiF . INTERIORS. EDGE I I a \ I ■UM.11�1V�■■ irmismacii PROFILE T.B.D. MMIN=MatiME Iii I nal \ • ■�CEEU�i ■t=M=MIIM=11111I ==AIM==■ la \ • =II==.E■■ \ INT9-4,0 Stuart Silk © BATHROOM 005 - SOUTH BATHROOM 005 - WEST MEDIA ROOM 011 - NORTH SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" Architects 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 4481337 fax generaloffice@stuartsilk.com FELDSINE REMODEL 4002 OAKES AVE 2'-41/2" EQ. EQ. 2'/ it / -41/2" ANACORTES, WA 98221 , —I / 7. Q.B. /1 UPPER CABINETS k U / " WILLIAMS. W/METAL MESH OB1247, I / &IN-CABINET \ PTD. // LIGHTING,TYP. F „ 1.1/4"-, . . / .. , / STONE SLAB TYP. COUNTER PER 7 / • bud tsk,0 INTERIORS W/ / • 75"CLASS TV NOSING. EDGE UNDER CABINET [N] FAUCET& , • 2 CM STONE SLAB / I I PROFILE T.B.D. LIGHTING&PLUG SINK PER `v f, . BACKSPLASH PER / MOLD,TYp, INTERIORS M : ..INTERIORS TO WINE ROOM �, Q o • < :_- , 013 CONSTRUCTION / 7 ` �i -o lN]:EQUIPMENT RACK • LOWER HALL _ PER LOW VOLTAGE SUB. SET ® / /a C\ — (STRONG SR-CAB=10U). \ 001 [N] / / \ � > VERIFY EQUIPMENT [E]FIREPLACE WINE VENTING REQTS: AND SURROUND FRIDGE \ \ \ // // z INTERIOR ELEVATIONS \ / i — _[ ® ® ,�x v 4 I 5 — MEDIA ROOM 011 005 i 1 1/4" 1 1/4" 1'-1" 1'-1" 1 1/4"'m, 2'-0" f 1 1/4 DECORATIVE r / / / METAL MESH MEDIA ROOM 011 - EAST9 MEDIA ROOM 011 - SOUTH SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" INT-1 .0 All drawings,specifications, plans, ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which E [E]BEAM TO REMAIN. [E]CROWN they are made is executed or not. They were MOULDING TO BE REMOVED created,evolved,developed and produced for the [E]CLG. BEAM / sole use on and in connection with this project and j f none of the above may be disclosed or given to or . used by any person,firm,or corporation for any uding any other \ A • A • project,except upon written. use or purpose whatsoever Ipermission of Stuart \ / \ / \ Silk Architects. // \ I / \ \ COPYRIGHT 2018 / \ / \ C \ / \ / \ STUART SILK ARCHITECTS : •: / \ TO ii 7 A WD. BOOKCASE,PTD; A • / BEDROOM \ / \ / 009 \ WD.COUNTER PTD. LOWER HALL TD \ \ • 001 TO \ / \ / \ EACH SHELF ADJUSTABLE EXTERIOR / BEDF OOM A \ / 1"UP OR 1"DOWN,TYP. \ 009 / \ / FOR OPEN DISPLAY 6 // // / \ / A / a � . 1 / \ / EQ. EQ. • \ / EQ. 11/4"-i/ EQ. dd EQ. // EQ. 3257 / \ / TYP. / REGISTERED N • \ / \ ARCHITECT ci v/ I I w` 1 1 STU AYLOR X 1'-2" STATE OF WASHINGTON / elQGAME ROOM 010 - NORTH GAME ROOM 010 - EAST SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" DESIGN ADM DRAWN ADM, ESH [E]CROWN MOULDING TO BE REMOVED O.B.WILLIAMS VERIFY CLEARANCE —7 OB1247, PTD. FOR CASING CHECKED / • 4 ---/ 7 DATE PERMIT SET 12-28-2017 • L • — FINISHED ci 1 CONSTR. SET 3-15-2018 // // BACK,TYP. w\ [E]BEAM IN ALIGN / • / • EACH SHELF FOREGROUND / 11 2 (DASHED) / INT 4.0 ADJUSTABLE 1" ua • / / \ UP OR 1"DOWN, / TYP.FOR OPEN / / LOW BOOKCASE- DISPLAY '� 7 7 [N]CASING CJr // IN FOREGROUND / 1,-a w " FACE OF[E] (DASHED) L pPEN TO REVISIONS OPENING / TO / TO /, - \\ ELEVATOR \\ CLOSET • MEDIA W \ V O.B. % Cc\\ \ \ WILLIAMS 4, \ \ o 0 o OB3625,PTD. \ — N \ —7 \\ 7 SIM. I . 1 \ \ \ / \ / \ / 11 \� N / NL j — } — r t \ I EQ. EQ. /./ EQ. / INTT4.0 11/4"TYP. Stuart Silk ip GAME ROOM 010 - SOUTH GAME ROOM 010 - WEST Architects SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 2400 North 45th Street 4 Seattle, Washington 98103 It 206 728 9500 phone 206 448 1337 fax 11 generaloffice@stuartsil c com FELDSINE , REMODEL sr.. 4002 OAKES AVE [E]BEAM TO REMAIN. [E]CROWN ANACORTES, WA 98221 MOULDING TO BE REMOVED \ y ni t 1 CONSTRUCTION ;' \ SET r.. 00 00_ �LYw°.' INTERIOR ELEVATIONS PTD.- N ` GAME ROOM 010 1/8"SAW-CUT KERF,TYP. — GAME ROOM 010 - BACK OF LOW BOOKCASE SCALE: 1/2"= 1'-0" INT-1 .1 1 '—,` All drawings,specifications, tans,ideas, INT-4.0 9 P P arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which 2 they are made is executed or not. They were NT-4.0 E SKYLIGHT created,evolved,developed and produced for the I [E] - [E]SKYLIGHT -i- sole use on and in connection with this project and RIDGE BEAM none of the above may be disclosed or given to or 1 used by any person,firm,or corporation for any EXTEND[N]DECORATIVE use or purpose whatsoever including any other BEAM OVER[E]SKYLIGHT FRAMING project,except upon written permission of Stuart — - - Silk Architects. - _ — O COPYRIGHT 2018 L — STUARTSILKARCHITECTS [E]SLOPED CLG.WI[N]WD. PANELING,STAINED. . .. , • [E]FLAT CLG.TO,BE EXTENDED SOUTH, 325 7 AR REGISTERED CHITECT I. STU AYLOR SILK DECORATIVE LIGHTING [N]BEAM {E] ENTRY HALL [E]WALLS TO BE STATE OF WASHINGTON PER INTERIORS,TYP. ¢ 102 EXTENDED TO CLG, \ E DOOR CASING TO E CROWN [ 1 MOULDING TO BE E? BE REPLACED,TYP. REMOVED. ATTIC ABOVE [E] HALL t—a" ' TO ACOCES ED 10 1 111 [N]DECORATIVE FROM ATTIC ABOVE. -STUDY 103 • DISTRESSED WOOD . f BEAM,STAINED. ALIGN [N] FOYER W/NEW BEAM @ ^ 100 BREAKFAST ROOM 110 (11) /it . • T-4 // \\ ` .. N o EQ. EQ. \ co • o N N \\ • [E] ENTRY HALL \ IX m DECORATIVE DISTRESSED WOOD POSTS, r \ 102 O ///// \ DESIGN ADM po STAINED. CONCEAL FASTENERS,TYP. TO \ .. - / - . TO \ DRAWN ADM, ESH [N]CASED co- cc * O MASTER BEDROOM r OPEN TO POWDER ROOM OPENING ¢ \ 108 LIVING ROOM 101 CHECKED w 109 _ DATE PERMIT SET 12-28-2017 a / DECORATIVE DISTRESSED WOOD PILASTERS, CONSTR. SET 3-15-2018 STAINED. CONCEAL FASTENERS,TYP. / N / \ / / I \ 1 -! v X ±6'-7„ - VERIFY FOR OWNER'S a to . F _ ..,;. BEE ANGLED REMOVED WALL TO r FURNITURE PLACEMENTOr (i) REVISIONS 0 ENTRY HALL 102 & HALL 111 - NORTH �2 7 FOYER 100 & ENTRY HALL 102 - EAST SCALE: 1/2" = 1'-0" SCALE: 1/2" = I-0" a / [N]DECORATIVE N. DISTRESSED WOOD N. BEAMS,STAINED N. CLG. @ FOYER 100 \ Stuart Silk [E] ENTRY HALL BEYOND(DASHED) I • 102 Architects [N]CASED OPENING. CENTER ON RIDGE BEAM 2400 North 45th Street • AND ON FRONT DOOR Seattle, Washington 98103 BEYOND 1 206 728 9500 phone 206 448 1337 fax ' generaloffice@stuartsilk.com 0 sp INT-0.0 FELDSINE / ' ` REMODEL 4002 OAKES AVE ♦_ ANACORTES, WA 98221 A -/ N - - INT-4.0 - / \ / \ / \ / / 11 I // / / 11. . / INT-4.0 // `\ / / \ [El HALL / 111 / LOPEN TO k o> \ / S ? / / TO DOWNSTAIRS °`° CONSTRUCTION C / 6 \ ELEVATOR / ` SET 6 \ I \ . 3 `\ INTERIOR ELEVATIONS 2• \\ / FOYER 100 \\i/ 1 ` ENTRY HALL 102 [N]WOOD DOORS,SIDELIGHTS, ( 9 [E] ELEVATOR DOOR TO BE [N]CASING @ FACE HALL 111 AND ARCHED TRANSOM BEYOND. \INif-45) RE-SKINNED TO MATCH TYP. OF[E]OPENING CONFIRM HANDING OF ACTIVE INTERIOR DOORS LEAF W/OWNER ENTRY HALL 102 & HALL 111 - SOUTH INT-2.0 3J SCALE: 1/2"= 1'-0" All drawings,specifications,plans,ideas, 1 1 arrangements,and designs represented or ,N -4.0 referred to are the property of and owned by Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the sole use on and in connection with this project and — - _ none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart Silk Architects. — I L L © STUARTO SILK ARCHITECTS • • L SLOPED CLG. 7 [E]SLOPED CLG.WI [N]WD.PANELING,STAINED • • • [E]FLAT CLG.TO BE EXTENDED SOUTH .. [E]POST • (DASHED)TO BE L [E]SOFFIT TO BE EXTENDED SOUTH • / CONCEALED 3257 REGISTERED WITHIN[N]WALL .TO[N]WALL. [E]SEMICIRCULAR ARCHITECT L CANOPY TO BE REMOVED STU AYLOR SILK 7 E STAT OF WASHINGTON �' NOTE: PROVIDE SHOP DRAWINGS [E]CEILING PLANES INDICATED OF STAIR RAILING FOR ARCHITECT'S DIAGRAMMATICALLY(NOT TO SCALE) APPROVAL PRIOR TO FABRICATION . : VERIFY CLEARANCE /OPEN TO FOR[N]BEAM STAIRSUP7 i I. [N]WOOD GUARDRAIL ON [N]DECORATIVE DISTRESSED WOOD BEAM,STAINED a METAL PICKETS. RAILING .1 _ [E]SOFFIT INDICATED DIAGRAMMATICALLY SHALL RESIST A FORCE OF (NOT TO SCALE) J(1 T 200 LBS.APPLIED IN ANY INT-4.0 7 DIRECTION. PICKETS SHALL [N]DECORATIVE DISTRESSED NT 4 0 NOT ADMIT PASSAGE OF A . .,WOOD BEAM,STAINED • 4"DIA.SPHERE MITER BASE MOULDING [N]DECORATIVE DISTRESSED . AND RETURN TO WALL WOOD POSTS,STAINED ' [E] ENTRY HALL \\ [E] LIVING ROOM DESIGN ADM \ DRAWN ADM, ESH [N] FOYER 102 \ 109 100 ., LOPEN TO % [N]TOhJCH- OPEN TO LOPEN TO OPEN TO �v HALL — BREAKFAST ROOM BREAKFAST ROOM BREAKF.RM. `? LATCH `7 CHECKED r 111 ao • \ 1107 110 110 53 • OPEN TO [ � /7 CABINET \ i GALLERY [E]STAIRS TO BE 6 k DOOR > DATE PERMIT SET 12-28-2017 11 REMOVED(DASHED) FOR / • . . . . I _I INT�.O ® CLOSET ' ` CONSTR.SET 3-15 2018 II • • ti I r 2 L III] 're- 1 lint ep 3'-2" REVISIONS illFOYER 100, ENTRY HALL 102 & LIVING ROOM 109 - WEST SCALE: 1/2"= 1'-0" Stuart Silk Architects 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 448 1337 fax generaloffice@stuartsilk.com [N]FLAT GWB CLG., PTD. a [E]2"0 GAS LINE [N]WOOD CLG.,STAINED � [N]GWB CLG., PTD. I [E]2"0 GAS LINE a [N]FLAT GWB CLG., PTD. INT-4 0 4 INT-4.0 [N]DECORATIVE DISTRESSED WOOD BEAM [N]DECORATIVE [N]DECORATIVE DISTRESSED INT-4.0 [N]DECORATIVE [N]WOOD FRIEZE (M DECORATIVE DISTRESSED WOOD BEAM INT4.0 IN FOREGROUND(DASHED). SEE 3/INT-4.0 DISTRESSED WOOD WOOD BEAM,STAINED DISTRESSED WOOD BOARD,STAINED IN FOREGROUND(DASHED). SEE 3/INT�4.0 _r — \ _ _ BEAM,STAINED _ ` FELDSINE � � BEAM,STAINED � \ • 4 1 U I [E]CASEWORK o r ��� [E]CASEWORK L I REMODEL I, •.may - •, . - t r BREAKFAST ROOM 4002 OAKES AVE 1 r ANACORTES, WA 98221 7 BREAKFAST RM. :1 • [E] HALL [E HALL 110 • �"• 111 111 I • f f J N L OPEN TO LOPEN TO L OPEN TO i L OPEN TO % `7 ii 4PEN TO % OPEN TO c? LIVING RM. IVING ROOM LIVING ROOM �_ ENTRY HALL KITCHEN FAMILY ROOM m 109 7 109 10� co 102 7 so 113 7 ado 112 7 to • • • �.� + CONSTRUCTION • • I � � SET • .. .. INTd.O • 1 INTERIOR ELEVATIONS �' } II �� FOYER 100 3'-2" 3'-2" 3'-2" INT-0.0 ENTRY HALL 102 BREAKFAST 110 O BREAKFAST ROOM 110 & HALL 111 - EAST © HALL E1111/2"—11 & BREAKFAST ROOM 110 - WEST SCAINT-2.1 All drawings,specifications, plans, ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which CASING TIGHT TO GWB they are made is executed or not. They were created,evolved,developed and produced for the / • • 7 —1 r T 1 r 1 I— sole use on and in connection with this project and none of the above maybe disclosed or given to or j ALIGN [ VERIFY CLEARANCE used by any person,firm,or corporation for any FOR Ni CASING. \ use or purpose whatsoever including any other \ project,except upon written permission of Stuart Silk Architects. [N]WINDOW [EIWINDOW \ \ © COPYRIGHT 2018 STUART SILK ARCHITECTS N. 11 v \ INT-4.0 •n z Q \\ II � � .4,ia as. TO \ MASTERBATH ) I \, I i i 105 / . ALIGN WINDOW SILL WI[N]WINDOW IN m = INT-4:O / 3257 / REGISTERED• 0 \ ARCHITECT I MASTER BEDROOM 108. SEE 5/INT-2.2. . z ¢ • t Ii r_ f - STU AYLOR SILK f ) I — — __� STATE OF WASHINGTON 9 INT-4.0 allCAOSET 106 - NORTHSC C2 CLOSET 106 - EASTSCALE: 1/2" = I-0" ® CAOSET 106 - SOUTHSC (4 CAOSET 106 - WEST SCVERIFY CLEARANCES ALIGN WINDOW HEAD FOR NEW TRIM,TYP. WI[N]&[E]WINDOWS i— IN CLOSET 106. SEE Imo__ i DESIGN ADM I EXTEND CROWN MOULDING 1/INT-2.2&2/INT-2.2 JI I L —�AS REQ'D. MATCH EXISTING I I I // / ::ED / L • DATE PERMIT SET 12-28-2017 • EXISTING EXTEND CROWN MOULDING . EXISTING CROWN • CONSTR. SET 3-15-2018 CROWN AS.REQ'D..MATCH EXISTING MOULDING TO REMAIN MOULDING TO REMAIN • • - s f TO / EXTERIOR ALIGN OPEN TO REVISIONS MASTER BATH 105 \ . / \ / \ 2 _ NEW WINDOW , / \ o Lc U UNIT c _ , 1 I j I A . i _ / SCRIBE WINDOW STOOLS TO DOOR CASING VERIFY CLEARANCE Stuart Silk FOR[N]CASING 5 MASTER BEDROOM 108 - NORTH 6 MASTER BEDROOM 108 - EAST Architects �`'J ��'J SCALE: 1/2"= 1'-0" 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 448 1337 fax generaloffice@stuartsilk.com FELDSINE r . . o ,I REMODEL r - - - J L - - - � - - - J - - - 4002OAKESAVE _ ---...,Ti, • . ANACORTES, WA 98221 L EXISTING FAN TO / REMAIN \ / \ • • . • / \ • / \ / \ • / \ r J / TO TO \ / CLOSET STUDY \ • \ 104 103 \ •• \ / • / CONSTRUCTION • \ / EXISTING FIREPLACE SET \ / \ / INTERIOR ELEVATIONS L y \ / t� iiii (II CLOSET 106 MASTER BEDROOM 108 INT9 r-4.0 I 0 MASTER BEDROOM 108 - SOUTH MASTER BEDROOM 108 - WEST SCALE: 1/2"= 1'-0" 8 SCALE: 1/2"= 1'-0" INT-2.2 All drawings,specifications, plans, ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the sole use on and in connection with this project and none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart Silk Architects. © COPYRIGHT 2018 STUART SILK ARCHITECTS BUILD OUT SLOPED CLG. TO[E]SIDE WALL - - 3257 REGISTERED /SLOPED ARCHITECT WOOD£LG. STAINED 21 E STU AYLOR SILK STATE OF WASHINGTON [N]INFILL WALL ALIGN [N]DECORATIVE DISTRESSED �\ ' WOOD BEAMS,STAINED r q [N]DECORATIVE DISTRESSED TIMBER BEAM , r +1 I ♦ — ALIGN [N]DECORATIVE DISTRESSED TIMBER PILASTERS ENSURE L[N]OR[E] L[N]OR[E] J CABINETS [E]6X8 POST(DASHED) CLEARANCE CABINETS / FOR REFR. (T.B.D.)� (T.B.D.)7 I / -\ [N]INFILL WALL DOOR / / [N]CONTINUOUS STOOL >' W/MITERED JOINTS < [N]SLAB BACKSPLASH PER \ \N \ '♦ / /♦ /\ i / r /" /" 'i\/�T h J�/T X x‘X X •:\/•�/ _� DESIGN ADM INTERIORS W/MITERED JOINTS x\ /x\ \ ‘A." /x K x /y- /,t /< / / y\ y ]VENT Np0D\ x x v x :zD ADM, ESH VatiC PER 1127 v v v v v v y " . / \� �--— INTERIORS i /\�\y\ .,m/ \r/ \v\ \ � i „ Y / ® CD ® CD CD CD CD DATE PERMIT SET 12-28-2017 / / [N]OR[E]CABINETS(T.B.D.) / 0 0 0 0 CONSTR. SET 3-15-2018 / / / [N]OR[E] /[N]OR[E] / CABINETS CABINETS \ / (T.B.D.)� / (T.B.D.)7 �' _ \ / AS �j L I 1 — —J 5 t. \ I \ MFR'S BACKSPLASHS REQT'S REVISIONS e KITCHEN 113 - NORTH KITCHEN 113 - EAST y. SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" L INT-4.0 INT-0.0 Stuart Silk ♦ 2 Architects INT-4.0 IIitm th Street ington 98103 phone[E]FIXED SLOPED WOOD CLG., fax• SKYLIGHTsrAINEbT stuartsilk.com I EXTEND[N]DECORATIVE f--_ --__— BEAM OVER[E]SKYLIGHT FRAMING I NOTE: [E] 1 GALLERY COLONNADE& C PIZZA OVEN E L D S I 1 nI V E J GARAGE DOOR BEYOND — — — — f \ I TO(NOT TREMAN) REMODEL EVALUATE[E] PIZZA AND ADVISE ARCH. I OF RECOMMENDED BEAM TERMINATIONS L 4002 OAKES AVE ANACORTES, WA 98221 DECORATIVE 8X8 POSTS, [N]OR[E] STEP IN[N]WALL PLANE STAINED. CONCEAL CABINETS FASTENERS,TYP. (T.B.D.)7 1 i --_ ` EQ. EQ. 11 / / INT 4.0 NOTE: [E] X [N]CONTINUOUS STOOL PIZZA OVEN W/MITERED JOINTS (NOT SHOWN) A. /'.. ... i'.. .%\ /�\ i♦ ... /"�\ TO REMAIN , OPEN TO x k xx x x x xx - % . \/ \ / / \ / \ / \ / \ / \ / \ /K\i\ . .. GALLERY n g@ A 4. 116 /��^vw /I'iGP�vI�YT)=#3.ItiRS� wn i A I�� i %\ / ...,,,,-, %.. /\ /\ / \ \ %\ ,;(. / -J- SCRIBE CASING @ COUNTERTOP Lam" Y, " . ''_ L S. ♦ ` 0 _? [N]SLAB BACKSPLASH PER INTERIORS W CONSTRUCTION AS REQ'D S' inkMITERED JOINTS NT-40 SET MAXIMIZE WIDTH OF[N]CASED �N]OR[E] [ OPENING. VERIFY REQ'D CABINETS CABINETS 1 OF E]CA INETOROPERABILITY (TBD)/ � (T.B.D.)7 INTERIOR ELEVATIONS L r —r1 _ _ _J L— — KITCHEN 113 © KITCHEN 113 - SOUTH 0. KITCHEN 113 - WEST SCALE: 1/2"= 1-0" SCALE: 1/2"= 1'-0" INT-2.3 All drawings,specifications, plans,ideas, arrangements,and designs represented or referred to are the property of and owned by © 4 d a Stuart Silk Architects whether the project for which INT-4.0 INT40 INT-4.0 I N. INT-0.0 they are made is executed or not. They were — — — — — — — — — — — — — — — — — — _ 7- I ♦ I created,N. evolved,developed and produced for the - - — — — —j � sole use on and in connection with this project and nonO — e o the above may be disclosed or given to ♦.�I I used byany person,firm,or corporation or any f ♦ I use or purpose whatsoever including any other or project,except upon written permission of Stuart Silk Architects. n • / \ • DECORATIVE DISTRESSED / \ WOOD POSTS,STAINED. © OPYRIGHT 2018 / \ 4 CONCEAL FASTENERS,TYP. STUART SILK ARCHITECTS / 1 / DINING GALLERY / \ 115 / \ 11 OPEN TO 116 INT-4 0 OPEN TO HALL WINDOW SEAT \ [E]FP KITCHEN 117 FOYER PER OWNER OPEN TO RECONFIGURATION EXTERIOR .� ♦ 113 100 \ I .I II I 3257 \ / ♦a— I RAERGISTERED N IN� CHITECT \ / L 1 j 1 STU AYLOR SILK I STATE OF WASHINGTON NT4.0 9 [N]STONE SURROUND INT9-0.0 [N]WOOD PANELING, PTD. llo DINING ROOM 115 & GALLERY 116 - NORTH SCALE: 1/2"= 1'-a" © DINING ROOM 115 & GALLERY 116 - EAST SCALE: 1/2"= 1'-0" DESIGN ADM — — — — — — VERIFY CLEARANCES WOOD PANELING, ST AINED DRAWN ADM, ESHF R CA ING - - - — — - - - - - - - - - - � CHECKED F. [N]DECORATIVE DATE PERMIT SET 12-28-2017 DISTRESSED WOOD CONSTR SET 3-15-2018 PILASTERS, STAINED. \\ CONCEAL FASTENERS N� \ / \ / \ - -\ I 11 \\ \ j- 1NT-4.0 i., / \ / \ \ / \ / \ I \ j GALLERY \ / \/ \ / J DINING . / 116 INT 4.0 ii / \ / \ REVISIONS TO \ ,/ TD f0 GARAGE / EXTERIOR EXTERIOR POWDER _} / ^ — \/ I ♦ / WINDOW SEAT \ / \ / 114 ,/ ] RECONFIGURATION / I ' I I \ / \ / / ] PER OWNER // ♦� /® I / - - - INT-0.0 / \ / \ / 1 JIII 1 I \ / 1/ I 9 \ [N]DECORATIVE DISTRESSED WOOD POSTS, Stuart S ilk INT-4.0 STAINED. CONCEAL FASTENERS,TYP. co DINING ROOM 115 & GALLERY 116 - SOUTH DINING ROOM 115 - WEST SCALE: 1/2"= 1'_0" 4 Architects SCALE: 1/2"= 1'-0" 2400 North 45th Street Seattle, Washington 98103 206 728 9500 phone 206 448 1337 fax generaloffice@stuartsilk.com FELDSINE REMODEL `� sir- r 1 -1 4002 OAKES AVE I ANACORTES, WA 98221 O.B.WILLIAMS ADJUSTABLE FIXED OPEN SHELVES LINEOF WALLI( jIi , i!T SHELVING,TYP. AFOREGROUND DASHED Fril > EXISTING WASHER TO BE i a RELOCATED. VERIFY REQUIRED E >- WS__ FAUCET AND SINK W . CLEARANCES. PROVIDE PAN (11\1TERIORS v, WITH TRAP&PRIMERT 40/�ADJ.OPEN oEXISTING DRYER TO BE —� �/ TO RELOCATED. VERIFY SHELVING,TYP. o SLAB COUNTERTOP u? j Q . HALL 117 7 I AND BACKSPLASH Eo o REQUIRED CLEARANCES. LED TAPE LIGHTING Alis w o VENT TO EXTERIOR A &PLUG MOLD -� PER INTERIORS it I BELOW UPPER a F. re rfirAl I CABINETS,TYP. fJ -� LLCONSTRUCTION z SET ADJUSTABLE SHELF O M NEE INTERIOR ELEVATIONS I I _1 L - i sI I 1 DINING ROOM 115 VERIFYCL 'RANCES PULL-OUT TRAY GALLERY 116 TO ADJACENT CABINET 9 INT-4.0 LAUNDRY/PANTRY 118 ® LAUNDRY ROOM 118 - NORTH LAUNDRY ROOM 118 - EAST LAUNDRY ROOM 118 - SOUTH LAUNDRY ROOM 118 - WEST SCALE: 1/2"= 1°-0" 6 SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1°-0" INT-2.4 All drawings,specifications,plans,ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the sole use on and in connection with this project and none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart Silk Architects. © COPYRIGHT2018 STUART SILK ARCHITECTS VERIFY CLEARANCES BETWEEN[E] WINDOWS AND[N] BEAMS,TYP. -- 1 [N]DECORATIVE DISTRESSED WOOD STAIRWELL BEAM,STAINED,WITH CONCEALED -. I ' EAST OPENING @ ROLLER SHADES FOR DOORS/WINDOWS -. $LOPED BELOW AND CONCEALED TENSION3257 [N]DECORATIVE SHADES FOR TRANSOM ABOVE WOOD C 'G, REGISTERED DISTRESSED WOOD BEAM, TIE STAIRWELL ARCHITECT q 11 STAINED,WITH CONCEALED OPENING @ INT .0 ROLLER SHADES FOR WEST(DASHED) WIN DOWS I S STU AYLOR SILK 1 I L [N]DECORATIVE STATE OF WASHINGTON I DISTRESSED WOOD , VERIFY CLEARANCES BEAM,STAINED FOR[N]CASING,TYP. • 1 i LINE OF • FIREPLACE IN I • FOREGROUND r FURNITURE (DASHED) I 1 I: TO TO ` . BY OWNER EXTERIOR EXTERIOR INT-4.0 NT 4 d7 DECK DECK . 00 0 0 0 . 0 • Itril/ » 0 0 0 DESIGN ADM DRAWN ADM, ESH I CHECKED g DATE PERMIT SET 12-28-2017 INT 4.0 NT 4.o CONSTR. SET 3-15-2018 OFFICE 200 - NORTH OFFICE 200 - EAST SCALE: 1/2„= 1'-0„ SCALE: 1/2"= 1'-0" ' . REVISIONS , iiiiiiHil NOTE: DECORATIVE WOOD BEAMS SUBJECT TO FURTHER DEVELOPMENT BASED ON COORDINATION W/ROLLER Stuart Silk SHADE SUBCONTRACTOR&FIELD VERIFICATION OF AS-BUILT CONDITIONS Architects 2400 North 45th Street _ Seattle, Washington 98103 206 728 9500 phone I 206 448 1337 fax ' generaloffice@stuartsilk.com OD BEAM, -- ✓ I SLOPED [N]DECORATIVE I WOOD CLG., STAINEDSWITH OCONCEALED [N]DECORATIVE:I:IRE:S:0 i [N] I STAINED WOOD BEAM,STD ACCESS 7 ROLLER SHADES FOR F E L D S I N E �F�fdEL OPEN WINDOWS BELOW REMODEL a- [Nj DECORATIVE 4002 OAKES AVE DISTRESSED WOOD ANACORTES, WA 98221 °� BEAMS,STAINED _ FURNITURE BY—' ' /' � / / OWNER �J [N]STONE FIREPLACE • N.. . . // // SURROUND • • / TO / OPEN TO BATH / TO STAIRS DOWN - 201 \ ELEVATOR [E]FIREPLACE t \ \\ CONSTRUCTION [N] METAL SE T I ll SPANDREL PANEL. I \ 6 I. f I MATCH FP FINISH 1 II INTERIOR ELEVATIONS C [E]ELEVATOR DOOR TO BE OFFICE 200 [N]STONE g INT-4.0 RE-SKINNED TO MATCH TYP. SURROUND FOR INT-4.0 INTERIOR DOORS [E]FIREPLACE I) OFFICE 200 - SOUTH OFFICE 200 - WEST SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" • INT-3.0 All drawings,specifications,plans,ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which EXISTING GWB CLG. they are made is executed or not. They were created,evolved,developed and produced for the ) I, 1 ��`1�7 GWB sole use on and in connection with this project and t, usedmay be disclosed given to or ,� ,► �l/��//l //l) ) ) 1» any of the disclos anyI(,,,, person,firm, or purpose whatsoever includingany other none use project,except upon written permission of Stuart Silk Architects. BLOCKING EXISTING GWB TOOR BEAM COPYRIGHT2018 CROUTING AS STUART SILK ARCHITECTS REMOVE(DASHED) \, tiler'!" REQUIREDlDECORATIVE WOODIMT&G CEILING Z 14 FSK VAPOR3/4"o BARRERFSK R PAPERBARRIER �I' \ � TIMBER BEAMARYatllft1 1 EELITI PAPER APPLICATION w 1" 1" BEYOND r APPLICATION - o I BLOCKING \ 3/4" ,in w OR BEAM S 1 1) ROUTING AS 31/2" 1- 1— I REQUIRED 3257 � S REGISTERED I co SECONDARY \(,,, ,\ co BEAM BEYOND k 111 DECORATIVE ✓ / I (/ / (/ DECORATIVE EXISTING 0 ( III L. ` I DTIMBER BEAM l l \ I I ( \I \ ( I I '1 \I I 1 DISTRESSED sTU 41ARCHITE:KT / BEAM \ ` \ ` \ l TIMBER BEAM STATE OF WASHINGTON / (FIELD VERIFY) 31/2" \ \ EXISTING GWB BLOCKING 71/4" AS TO REMOVE SUBJECT TO FIELD VERIFICATION REQUIRED ,4 m ( �( ( : , � � \ DECORATIVE �— Ii \\ I l \ I I DISTRESSED TIMBER BEAM 71/4" DEC.TIMBER • POST BEYOND u� SUBJECT TO FIELD VERIFICATION ':JP , A Jt NOTES: NOTES: NOTES: NOTES: 1. APPLIES TO ENTRY HALL 102, FAMILY ROOM 112, 1. APPLIES TO ENTRY HALL 102, FAMILY ROOM 112, 1. APPLIES TO BREAKFAST ROOM 110, HALL 111, 1. APPLIES TO BREAKFAST ROOM 110, HALL 111, AND KITCHEN 113 AND KITCHEN 113 DINING ROOM 115,AND GALLERY 116 DINING ROOM 115,AND GALLERY 116 DESIGN ADM 2. THIS DRAWING PREVIOUSLY ISSUED AS 1/SK-2 F 2. THIS DRAWING PREVIOUSLY ISSUED AS 2/SK-2 2. THIS DRAWING PREVIOUSLY ISSUED AS 3/SK-2 2. THIS DRAWING PREVIOUSLY ISSUED AS 4/SK-2 DRAWN ADM, ESH RIDGE BEAMS VAULTED WOOD CEILINGS 2 SECONDARY BEAMS @ VAULTED WOOD CEILINGS PRIMARY BEAMS FLAT GWB CEILINGS CHECKED 1 HALF SCALE @ SECONDARY BEAMS FLAT GWB CEILINGS HALF SCALE HALF SCALE 4 @ DATE PERMIT SET 12-28-2017 HALF SCALE CONSTR. SET 3-15-2018 7/8" 7/8" 21/2" REVISIONS / laik WHITE OAK TREAD NOSING WHITE OAK TREAD NOSING — co IP (Q.B,WILLIAMS#3914),STAINED \ --- 1► WHITE OAK HANDRAIL /� (O.B.WILLIAMS#3914),STAINED r (JOHNSON POSTMAN \,\ //f/4 #JP6146), STAINED fro MWHITE OAK COVE MOULDING �� ~\ (O.B.WILLIAMS#2116), STAINED WHITE OAK COVE MOULDING (O.B.WILLIAMS#2116),STAINED \ NEW COLD ROLLED STEEL PICKETS,5/8"DIA. ROUND, Z BLACKENED AND WAXED co r Stuart Silk PTD.RISER 1/2"FLAT STOCK,PTD. CONTRACTOR TO PROVIDE Archite45thStreet c MOCK-UP OF STAIR CtS CONTRACTOR TO PROVIDE GUARDRAIL AND NOSING 2400 North MOCK-UP OF STAIR 1/8" PROFILE FOR ARCH. GUARDRAIL AND NOSING APPROVAL PRIOR TO Seattle, Washington 98103 PROFILE FOR ARCH. A PURCHASE AND FABRICATION9500 206 448 1337 206 728 1337 fax phone APPROVAL PRIOR TO / PTD.MOULDING. MATCH PURCHASE AND FABRICATION — - 1/8" 1/4„ TOP BEAD OF BASE generaloffice@stuartsjllc.conl GWB, PTD. STAIR APRON HALF SCALE 6 FELDSINE STAIR NOSING HALF SCALE 7 STAIR RAILING NOT USED 8 HALF SCALE REMODEL 4002 OAKES/$„ /a" 1/8" ANA ORT S, WA 98221 AVE BASE SHOE, PTD. � 31/2„ /4" - WOOD FLAT STOCK lir EASED EDGES, PTD. / /..\\.\\\, e . 1/8" ;/4"� 1/8" PLAN VIEW f/ 111I/,. .),, . .1---, , ., E M / WALL BASE, PTD. 1 / 4 ._ CONSTRUCTION 1/2" '� , 2 TYP.CASING; SET NOTE: THIS DRAWING r �� u / 0B1316, PTD. WOOD FLAT STOCK WINDOW UNIT PREVIOUSLY ISSUED NOTE: THIS DRAWING W/EASED EDGES, AS 1/SK-1 PREVIOUSLY ISSUED BEYOND/ AS 2/SK-1 011 JAMB LINER, PTD. INTERIOR DETAILS Ai, ` MELEVATIONDECORATIVE BEAMS MOULDING PROFILES N ® TYP. BASE / 7/8" k OPTIONAL BASE 7/8"" TYP. DOOR / WINDOW CASING TYP. WINDOW STOOL HALF SCALE 0 HALF SCALE HALF SCALE Z HALF SCALE I NT-4.0 All drawings,specifications, plans,ideas, arrangements,and designs represented or referred to are the property of and owned by Stuart Silk Architects whether the project for which they are made is executed or not. They were created,evolved,developed and produced for the sole use on and in connection with this project and none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever including any other project,except upon written permission of Stuart Silk Architects. © COPYRIGHT 2018 STUART SILK ARCHITECTS P �� �� ` 3257 a / WB EYUGE[ / col'? �� // I REGISTERED / / \ ARCHITECT SOFFI� ro / e ❑ \� FQ // / PTD. / ir ci w [E]OPENING = � / % � \/ `cP //// �j ��I I Vim" '111S11-1-11 HIS 1 m < STU NAYLOR SILK wil EO. EO. EO. E0. //lb �� / `c0 /� / STATE OF WASHINGTON - f A CLG.@ 9'-3 7 B2„ / rZGWB � �� l ' \ A.F.F., PTD. 3 1/2" 3 1/2" SOFFIT, // �j // \ % // = w rr PTD. - eiF I I ]SKYLIGHT • n �' 9� \\ / 'Oo �- - / // �CEIL CEILING, Fp / \ / STAINED7 / CENTER BEAM - - _ ` / i / w [N]WOOD CEILING,STAINED ii M \ \t o \ 1 ON POST,TYP. [N]FLAT GWB CLG.@ 9'-3 1/2" 1 F �i 1p a` l ■ = v — A.F.F., PTD. — Mitt' / // / \\> / Q / / / Q V f / d ATTIC ABOVE POWDER ROOM 101 II CENTER OF W ¢ — — /� // �i /\ �/ �Q / w J ' TO BE ACCESSED FROM ATTIC [E]WALL ARC v w — _ — — o U SPACE BEAMS SO AS TO / ABOVE STUDY 103 w o N AVOID SHORT SECONDARY J . .� 1 1110 z o 00 L — ` /� BEAM ON SOUTHWEST /j �4? / fi r:^ 0' EDGE OF[N]SOFFIT TO 0 0 1 I L SIDE OF RIDGE O / — ENCLOSE[E]GAS LINE �� // �\ — DESIGN ADM / 4 �'- - T '�i� ®.0i DRAWN ADM, ESH re) I CHECKED i . DATE PERMIT SET 12-28-2017 CONSTR. SET 3-15-2018 CL.) BEAM SCALE: LAYOUT @ ENTRY HALL 102 1 BEAM LAYOUT @ BREAKFAST ROOM 110 411 BEAM LAYOUT @ HALL 111 4 BEAM LAYOUT @ FAMILY 112 h SCALE: 1/4" = 1'-0" 'Ill A REVISIONS I m\ (N]OPENING - Stuart Silk �,j [N]POST TIGHT _ w co TO[E]CABINET Architects CtS R m 11 I NOTE: CONFIRM DIMENSIONS'A' '� AND'D'W/ARCH.SUBSEQUENT 2400 North 45th Street E0. E0. " ' '11 1TO COORDINATION W/ROLLER r - -E - - SHADE SUBCONTRACTOR Seattle, Washington 98103 ❑ w LOCATE[N]BEAM @ — 206 728 9500 phone [E]WALL CORNER - * W a P ��¢ -� 206 448 1337 fax z w` generaloffice@stuartsilk.com I 0 0 W �� W m �� V AI • r , —1 , iET ciu, i !N%7 / i( AS REO'D OPENINGCi co W — _ REMODEL 01. I PRIMARY BEAM - _ — — rl EQ. r EO r (NOT TYP.OF EAST-WEST BEAMS) w m 4002 OAKES AVE ` —_+ — I L ANACORTES, WA 98221 I/ n° [E]SKYLIGHT I 0 w - - b w _ cL [E]SKYLIGHT [N]WOOD w cw7 w v EVALUATE E PIZZA OVEN 1 — — I S AINE O , I = FLAT GWB CLG., PTD. - [ ] I STAINED J AND ADVISE ARCH.OF ] I [E]SKYLIGHT I ur RECOMMENDED BEAM I L _ _ iii SECONDARY BEAM, TERMINATION BUILD OUT — - m TYP.OF EAST-WEST BEAMS ♦gi1/4w ' O c SLOPED CLG.TO ` • L _ w [E]SIDE WALL I� �/ w CONSTRUCTION , [N]OPENING N [N]POST TIGHTci - w i M TO[E]CABINETk Air I7 LEO C fr — — - SET r EQ. EQ. I II F �� REFLECTED [N]DOOR / CEILING PLANS 0 BEAM LAYOUT @ KITCHEN 113 BEAM LAYOUT @ DINING 115 & GALLERY 116 BEAM LAYOUT @ OFFICE 200 SCALE: 1/4" = 1'-0" 6 SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1°-0" INT-5.0 Structural Shear Wall Callouts°-Copyright ConstructionCalc,Inc(CCI) ------ ------ Typic al Shear Wall Callout Symbol I This symbol indicates a dedicated shea,-wall or panel,the type per callout low. Dl Shear wall topconnection- - ram-- Walls without this symbol are not dedicated shear walls-use code-star construction. framing parallel. LE)8r1 �— (ES 1 PW Min length of shear panel,ft. (9lFG r sTAtte 3.4 t--�- , �� L - Ilk - — 2. -.NAµKaa R�sF 15�r+-i / pi _ - I sGv�a.O 4": SW Moir ��' ) I Bot anchor Cant Or - J + Top of plate to max "�`x Capa- Stud Nail Edge Sill Block- Top of wall tram- spc'g/ ® 9 city, Nails Stud Stud mat'l /Field Top plate& ing at wall conn to ing, min. S,t z wAc 1.___ t0""CE'c % ,.f r wind/ Sheath- or height, spac'g, Stud (see spac'g @ Top plate studs unsup- conn to perpen- max. Mud sill embed- �VA�Y 4 7 �' v vB Call- leis, ing, Sides of screws, max-, max., size, std st'l Stud Plate, splice, w/edge ported parallel dicular spc'g, anchor to ment, 1' a' a 2N _ CtLSx i• I out Eh,plf min. wall size ft. in. min. specs) spac'g,in. min. min. nail'g edges framing framing in. concrete in. tt P6R LAil c _ — r Psi 1 AAN + Weak f•wT Loa --' H . 10 24 2x4 Sawn fi/1 @ wu c 1At ufi m F¢M ABovE a :�rl6 one, Cont H2.5 or � y� 16 16 2x6 Sawn 6/12@16 48 la SDS III I,wvi, 2 3 ik:. .7 �� 7/16" either sheathing SDWC- 5/8"x 6" _tea— u - $ :; 7 v� OSBorside, , fret-7nttr 2PW 8d 2-2x4 w/8- 2x 2x .25x4.5 36/3.5 II.III 8 F "' �� 0 Ti 350 plywo- apply l6d or LTP4 @ 24" a w/3" l z r' - - �8 -—'��e od directly @ at 36" max.See @ wshr. 20 12 2x6 Sawn 6/12 12 Ga ` —� I t, I :afficr- `\ ;• 0 fit`• to studs max. See 02 i 1 I \� k a 24 12 L7axs.s LVL 6n2@Iz D1 'T HEAtu Jwj vas kilnI _ e - 1 @cc1 0 le a Ci L v / \ D2 ) Shear wall top connection- rd i, \ / framing perpendicular. A _2Lower Level Structural Plan '•r'r'' t ' I RA ma. dl, 1/8" = 1' eo e r Bukfr rein CPLIzED -Walls and headers not called out,use code min. 14h¢E ; - New exterior walls at Exercise room, use code minimum. t .A iAct - Existsing patio slab at new Exercise room is okay as-is. s,DW 1 � ' ire New walls may be connected as non-shear walls per Headers L Standard Structural Specifications herein. \ Default header material is Doug Fir No.2 or better Verify all affected existing framing. If unsure call Tim Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Garrison, P.E. 360-708-1865 Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate.) --g.. I Default King Stud, opening wider than 6-feet, use 2,full height studs each end(plate to plate) 'e 5 _ 5 '�I"t^' e%)( 5f4Q- I a I \� rG J _ Trimmer,each end King Stud,each end ' I d 3 Callout Min,use. (if blank use default (if blank use default eA^t 11.prt Ili. C. vc cl e N o t q I,1 t i above.) above.) ® t 20H 4x6.At existing headers, may reuse existing if at least 4x6.Provide temp support as necessary. ,n to S "11 Pa'' AV/' Owe_ 21 H 6x6 glulam or PSL with double trimmers. Install 316 first then temp support 31B during 21 H install. • re )I 22H 4x8.At existing headers, may reuse existing if at least 4x8. Provide temp support as necessary. 1. 23H 4x10 DfFjct 12.1-a? 1l-¢ ( 8r1 Abut lb RFkAru/ tS 14Sa Poo_ IdCW WIJJDO ' e° ,�,�.` Beams . \' ' ' Default sawn material is Doug Fir No 2 or better. ❑� /\c _ - - a rDefault glulam, LVL, PSL materials-see Standard Structural Specs herein. eI I! ♦ , 4 I t I Default wall connection: 3"bearing in pocket or on plate with min., 2 studs below. p r I a -2 Default end post connection: LCE,ACE, EPCZ, ECCQ,or similar. Ili c ` 7 7 'T d L J c Default corner post connection with mitered beams over: LCE4, LCE4Z,or RTC44. �' 6 a' Qu �� Default mid-post connection: LPCZ, PCZ, CCQ, or similar. ��, peSi c 1 1, _. _____ Default beam to beam connection: HU, HUC, HUCQ or similar. L ! Fue JST '� li .,,I ? w „8� Connector(if blank ` X L I Callout Min.,use Alt 1 min.,use Alt 2 min.,use use default, above) 3/ 4i, o � (ES Pan _ / / - (4i 5x z1 4`1'e- l'- _ __ a 30B 6x8 or 4x12. Provide temp support each side as necessary. cl?DST - I - POSY t . ? , L - - 0 I 318 6x8 4x10 3, 2x12 2, HGA 10, ea. support ` ` ' I 32B Double 2x10 floor joist under shear wall above. (E15xt6 Ecp 1 °11 ilii!IM - : � ' 33B Existing 5x14 PSL.After new north wall Is installed, this beam may be removed. �� I rr ■ J I , Inn _ , ME v 2316 Antone Way it Ili Fl • ,1111/7111111 i J „_tv)ros r 7 �, Tim K. Garrison, P E . . Anacortes,WA 98221 G— i ; alki Iii " Phone:(360)708-1865 ����'` • le) ��. En ineer Ii, • Po57-- CD I * /��i ®�m1I_ 11111111 ppf Consulting g TimG@TimKGarrison.com II49 _. " l `,�� = _T ■,� ' ` I, II ' . 1 Structural Callouts®-Coavrieht ConstructionCalc,Inc(CCI) �,fa al 1' 91 FC Footing,Continuous Structural Analysis: Remodel at 4002 Oakes Ave., Anacortes, ps� 47 i [like I \ / * Retained Height:Maximum retained height(unbalanced fill)=4'. WA. l ? �Qe7{ * Footing:Use min.,16"wide x 6"tall. O O b \ / rLongitudinal rebaz,use 2,#4 continuous,3"from bottom. /\ l ��_•�'-� \ / * Stemwall:Use min 6"thick 1.71r1 ue/ darl Client:Philip Feldsine CCI Job Number:T17093 _ - Vertical rebar,use#4 at 24"OC,max,centered in wall,with alternating 6"bends at bottom footing mbar. Building Design:Stewart Silk Architects Date:January 8,2018 Horizontal rebar,#a top and bottom and at 24"OC max.,centered. Drains:Install footing drains and/or downspout drains per othersand as required by code. Main Level Structural Plan tr i~� 1/8"= 1' l�t;y Zlt31lg :sat E '"""o`'; /4R 1 yBSAe. RaSo4. -F� t.i _Q . , T s Walls and headers not called out, use code min. ,� sin `� Verify all affected existing framing. If unsure call Tim /� - I ❑I Garrison, P.E. 360 708 1865 d ` 2f,34g ire MS t3 SI DE 2 Standard Structural Speciflcations©— Copyright, Tim K. Garrison, P.P. Epoxy Systems. For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated,A307 'all-thread' bolts as shown in the sketches.For dowels,use ET-HP or SET high strength epoxy and rebar as specified on the Plans and Callouts.Drilling of holes and installation shall be in BASIS OF DESIGN—APPLICABLE CODES: strict accordance with epoxy manufacturer's recommendation. Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with CONVENTIONAL WOOD FRAMING: the most recent building code adopted by the approving jurisdiction. General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members Calculations.The calculations included herein,if any,are only those required to ensure compliance with per the Plans and applicable building code.Where Structural Plans do not specifically address a structural code.We do not intend to compute every structural element nor every load combination.Much of our element,construct said element per minimum building code. analysis is"Bl"(By Inspection.) Framing Material.All sawn framing lumber,not including beams,posts,and columns,shall be Spruce Pine Alterations.The project includes alterations to an existing structure in conformance with the IEBC,Chapter Fir,Hem Fir,or Douglas Fir-Larch,Number 2 or better,unless otherwise shown.All sawn wood shall 5,for Level 1 (removal and replacement in-kind) or Level 2(reconfiguration not exceeding 50%of building have moisture content less than 25%. area). All new materials and methods shall be per current Code.Any gravity-resisting structural element Beams and Posts.All sawn structural beams,headers, and posts shall be Doug Fir Larch No 2 or better, affected 5%or more of its demand-capacity ratio shall be brought up to current Code. Any lateral-resisting except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No.2 or better. structural element affected 10%or more of its demand-capacity ratio shall be brought up to current Code. Glulams,PSLs, LVLs,etc.shall be per Prefabricated Wood Products section below. Existing structural elements affected less than the above need not be upgraded.This is allowable per 2015 IEBC,Chapters 7 and 8. Shear Walls:Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. ABBREVIATIONS: All shear walls must be positively connected at top and bottom to diaphragms.Walls not specifically called A:Area IRC:International Residential Code REF:Reference,not actual out, or Tabled"NS"are not intended as shear walls and shall be built per minimum code. AC:Asphalt Concrete K:Kip(1,000 lbs.) REQ or Reqd:Required BE By Inspection KSI:Kips per Square Inch ROW:Right Of Way Sheathing."PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall E:Elastic modulus or Electrical LVL:Laminated Veneer Lumber Rt:Right Table,oriented either direction. (E):Existing LSL:laminated Strand Lumber S:Section modulus CCI:ConstructionCalc,Inc. Lt:Left SC:See Callout Sheathing Joints.Use blocking behind joints if indicated in the Shear Wall Table.With"PW"walls,no CMU:Concrete Masonry Unit NA:Not Applicable SD:Storm Drainsheathingjoints are allowed within 2-feet in anydirection of a door or window corner. CO:Callout or Cleaners NB:Not Bearing SIP:Structural Insulated Panel Cone:Concrete NIC:Not Included SK:Sketch Cont:Continuous OC:On Center spacing SOt):Slab On Grade Window and Door Openings. DE:DouglasmFi Fir OSBPCF: PondsOriented Strand Board SS: Spruce Pine Fir Multiple Ad Adjacent Openings.Where adjacent door or window openings occur in a wall,headers for each HF:Hem Fir PCF:Pounds pa cubic foot SS:Sanitary Sewer .l Y g ) HVAC:Heating,Ventilation,and Air PLF:Pounds per lineal Foot PW:Plywood shear wall opening shall be individual members with full-height king studs between them.Each header shall use the Conditioning Ply:Plywood UNO:Unless Otherwise specified number of king studs specified below or in the Structural Callouts. GW:Gypsum shear wall PSL:Parallel Strand Lumber elsewhere Gyp:Gypsum wall board PSF:Pounds per Square Foot V or v:Shear(lbs)or unit shear(plt) ICing Studs.Unless otherwise shown on Plans use the following.These must befall-height,bottom plate to GLB:Glulam Beam PSI:Pounds per Square Inch respectively I:Moment of Inertia PT:Pressure Treated with preservative w:Wall,full length top plate, IE diaphragm to diaphragm. IBC:International Building Code PW:Plywood or OSB shear wall W W F:Welded Wire Fabric ICE:Insulated Insulated Concrete Form RC:Relative Compaction * Opening less than 6' wide—use min., one king stud each end of header. *Opening 6.1' wide to 9' wide—use min.,two king studs each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: Discontinuous Top Plate.Where wall top plates are cut,omitted, or otherwise discontinuous at a header,the Consultant.The consultant in responsible charge of the work indicated herein is Tim K. Garrison,P.E., end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with doing business as ConstructionCalc, Inc., hereafter indicated as"CCL" minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside,or Scope of Consultant's Work.The scope of work of CCI is limited to structural analysis of a remodel of an outside of wall existing single-family residence. CCI takes responsibility only for items specifically addressed in our Anchor Bolts. drawings and calculations.Constructed items not specifically addressed herein shall be built per minimum code. Shear wall anchor bolts connecting mud sills,use 5/8"diameter wet-set j-bolts at the spacing shown in the Plans but never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x.229"steel washers, CCI has not analyzed any other portion of the existing building, including but not limited to: foundations, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor beams,columns,walls, floors, floor framing systems,roof framing system, connections, etc. bolts at the same spacing may be used in lieu of wet set-see specifications in previous section.. LOADS Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and Following are the loads used for the subject design/analysis corners and shall be fitted with 2" steel plate washers. Use either 1/2"diameter x 8"min embedment wet- set,or 1/2"Titen HI)with 3"min embedment. o Roof live: 20 psf. 0 Floor dead: 15 psf „ Ilk +ceilingdead: 15 psf 0 Exterior wall dead: 10 psf Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2 min concrete Roof O embedment,at 16" OC, unless otherwise shown . 0 Roof snow: 25 psf o Interior wall dead: 7 psf O Floor live:40 psf Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when directly exposed to weather.Pressure treating chemicals shall be inert, or otherwise non-reactive with metal SINGLE PROJECT: connectors(including nails,bolts, framing connectors,etc.)or structural steel members. The calculations,drawings,notes, specifications,and/or tables prepared by CCI are valid only for the Blocking/Bridging.Provide continuous blocking at all bearing locations.Provide full depth bridging or ` project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top . x " other project at any other location. Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer „J; ' COMPETENT CONSTRUCTION PERSONNEL/SAFELY: post,column,or other concentrated loads through the floor to the supports beneath. to the ect shown PREFABRICATED WOOD PRODUCTS: I Only competent personnel familiar with construction and safety practices germane prof herein should be employed to assemble and construct the work. Engineered Wood—General.These products must be provided,stored,and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. capacity.Any nationally-recognized brand that meets the below specifications is acceptable. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems. I-beam Composite Web/Flange Joist Products.The contractor shall install the I-Joist products complete and/or as recommended bythe shownon the Plans with web stiffeners and other blocking/bracing as HAZARDOUS MATERIALS: manufacturer. Construction may expose workers and other people on or near the jobsite to asbestos,lead,silica, PSL(Parallel Strand Lumber)and Versa-Lam.Use minimum 2.OE,2,900 psi minimum allowable bending hydrocarbons, and/or other hazardous materials. CO is not an expert in these matters and hereby disclaims • all liability for injury or death from said exposure. CCI recommends that a hazardous materials expert be stress• consulted prior to all construction projects. LVL(Laminated Veneer Lumber).Use minimum 1.9E,2,600 psi minimum allowable bending stress. MATERIALS AND METHODS: Glue-Laminated Timbers.Unless otherwise noted,all glulam beams shall be 24F-V4 DF/DF.Any that span Provide and install all materials in accordance with manufacturer's requirements and recommendations.It is continuously over one or more interior supports or are cantilevered,use 24F-V8 DF/DF.Use industrial appearance grade,unless visually exposed to interior living space use architectural appearance grade. the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. ' General. Provide adequate temporary support to all walls, roofs,beams,columns,and floors during construction. Design of same is not included herein.Contractor or owner should check all temporary- supporting devices with a qualified person.Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques.Minimum concrete embedment=4-inches unless otherwise specified.Minimum distance to any edge or end of concrete=3"from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar,or similar). • Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted,with plate washer under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non-Epoxy Systems.Use Simpson Titen HD where shown in the Plans.These anchors may be used to resist tension loads and shear loads.Install per manufacturer's recommendations. Tim K. Gar 2316 Antone Way rison, F.E. Anacortes,WA 98221 Phone:(360)708-1865 Consulting Engineer TimG@TimKGarrison.com Structural Analysis: Remodel at 4002 Oakes Ave., Anacortes, WA. Client:Philip Feldsine CCI Job Number:T17093 Building Design:Stewart Silk Architects Date:January 8,2018 'r"s*t 'ctn. F4' ri 1 li1� i� r Z /e: lpj . C=inilla St 0rt